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Government Departments

TRN :49028133 | 21 May, 2025

Tender Value : 7.73 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3 tajganj zone room no.-77 patch repair work by hotmix on the road of chamrauli pushp praful nagar and nikhil garden. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber. applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 2 providing and applying primer coat with ssi grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (as per attached analysis) 3 providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 4 providing and laying bituminous concrete (grading-11) with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification sth revision clause no. 509 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 5 banking excavated earth by mechanical /manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all kinds of soil. (chapter no.2 code-2.3 page no. 91) 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (chapter no.4 dsr code-4.1.10 page-103) 7 providing and fixing pvc pipe conforming to 86.00 isi make working pressure 6 kg/cm including testing labour t&p etc. all complete. 140mm diameter. (chapter no.23 sl.no. 30(iv)) 8 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1) cement: 4 coarse sand) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and rcc top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 (chapter no.18 dsr code-18.34.1 pg-286) 9 supply & fixing r.c.c menhole cover heavy duty size etc. all complete. (non scheduled) 10 sub total (a) 11 add/deduction rs. for estimate figure amount match 12 grand total

Local Bodies

TRN :49028253 | 15 May, 2025

Tender Value : 50.00 Lacs

Barmer - Rajasthan

Tender for supply of building material and equipment in gp barasan ps gudamalani-ghadla/kankar/jhajhra 2 mortar-soil/mud masala 3 lime from kali kiln for masonry work 4 cement 5 p.p.c. 6 white cement 7 fine aggregate 8 sand/gravel 9 fly ash 10 surkhi 11 stone dust (in masonry work) 12 ballast of stone/brick (for other than road work) 13 stone 40mm measured (grit broken by hand) (cut voids 1/11) 14 stone 40mm grit (broken by crusher) (cut voids 1/11) 15 stone 20mm grit (broken by crusher) 16 stone 12/10/6mm grit (broken by crusher) 17 brick ballast 18 material for road work (including 5 km lead) 19 63-40 mm stone crushed stone gravel (cut voids 1/11) 20 63-40 mm hand broken stone aggregate(cut voids 1/11) 21 90-45 mm. hand broken stone aggregate(cut voids 1/11) 22 quarry rubbish(cut voids 1/6) 23 gravel(cut voids 1/6) 24 kankar(cut voids 1/6) 25 binding material (pi 4-6)(cut voids 1/6) 26 brick (22.5 x 11 x 7.50 cm) 27 first class (i st class) 28 second class (ii class) 29 soling/ kharanja/ masonry stone 30 masonry beradda (rr) 31 masonry radda (cr) 32 kharanja soling (for flooring work upto 15cm height) 33 kharanja soling (for road/ kharanja work upto 23cm height) 34 jodhpuri type stone strips/arches/cuts (length 2-3, width 10-12,thickness 2.5-3.5) 35 stone chips (flaky material)(3-4 thick & length and width 1-2) 36 sandstone(dpc,sill,coping,lintel,tand,almirha etc) 37 upto 25mm thickness 38 upto 25-40mm thickness 39 upto 40-50mm thickness 40 upto 50-75mm thickness 41 upto 75-100mm thickness 42 upto 100-150mm thickness 43 flooring / patti pattan katla stone 44 flooring katla upto 35mm thick, min. 3 sqft or more area 45 patti pattan katla 60-75mm thickness, min. 3 sqft or more area 46 unpolished rough kota stone 47 900 sq. cm 48 upto 901 to 2300 sq. cm. 49 above 2300 sq. cm. 50 polished kota stone(one side polished) 51 upto 900 sq. cm. 52 upto 901 to 2300 sq. cm. 53 above 2300 sq. cm. 54 marble stone(makrana adanga 20mm thick) 55 upto 900 sq. cm. 56 upto 901 to 2300 sq. cm. 57 above 2300 sq. cm. 58 marble chips 59 marble powder 60 marble stone(rajnagar ii quality/local 20mm thick) 61 upto 900 sq. cm. 62 upto 901 to 2300 sq. cm. 63 above 2300 sq. cm. 64 stone frame 65 single paitaam size 100 x 75 mm. 66 double pattam size 125 x 75 mm. 67 stone plates 68 up to 1.5 m length, minimum 40mm thick 69 1.5 m to 2.40 m length, minimum 50mm thick 70 2.4 m to 3.0 m length, minimum 65mm thick 71 above 3.0 m length, minimum 75mm thick 73 glazed size-30x45 cm 74 mosaic size-40mm thick 75 vitrified size-60x60 cm 76 interlock tiles/brick/block for road work 77 cement interlocking block m-30grade, 60mm thick 78 cement interlocking block m-30grade, 80mm thick 79 cement interlocking block m-30grade, 100mm thick 80 fr pvc insulated copper conductor single core cable isi marked 81 1.50 sq. mm. 82 2.50 sq. mm. 83 0.50 sq. mm. 84 1.00 sq. mm. 85 4.00 sq. mm. 86 6.00 sq. mm. 87 local wood with fittings (for doors, windows and furniture) 88 mango 89 acacia 90 others 91 factory made doors (30mm thick, solid core single leaf) 92 structural steel 93 iron (tor steel fe 415/500 for reinforcement) 94 winding wire 18 gauge 95 iron girders 96 conical iron/ square bars/ leaf/ angle iron 97 barbed iron wire (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage 98 mesh 99 iron mesh (24 gauge, 14 mesh) 100 cement concrete mesh akash patal 40mm thick 101 glass 102 3mm thick glass 103 colour paint 104 enamel paint 105 distemper (water bound) 106 lime - for whitewashing (aras / kali) 107 primer (for iron / wood) 108 petroleum products 109 diesel hsd 110 movil oil 111 bitumen shalitex board (25 mm thick) 112 plain sheet 113 g.i. sheet 22 gauge (0.80 mm) 114 g.i. sheet 24 gauge (0.63 mm) 115 m.s. sheet 22 gauge (0.80 mm) 116 m.s. sheet 24 gauge (0.63 mm) 117 corrugated sheet 118 g.i. sheet 1 mm thick 119 gi sheet 22 gauge(0.80 m.m.) 120 asbestos cement sheet 6mm(2.5/2.75x1m) 121 other sheets 122 pvc sheet 1mm thick (coloured/plain) 123 green yellow literof expo sheet(183x90) 124 pipes 125 gi 15mm diameter(b class) 126 gi 20mm diameter(b class) 127 gi 25mm diameter(b class) 128 a.c. 75mm diameter 129 a.c. 100mm diameter 130 p.v.c. 90mm diameter diameter(with ring) 131 pvc 110 mm. diameter(with ring) 132 pvc 140 mm. diameter(with ring) 133 pvc 110 mm.(2.5kg/sq.cm) with coupler 134 sanitary 135 indian w.c. 136 orrisa w.c. 137 european w.c. 138 foot rest 139 porcelain urinal 430350300 mm with coupler, bracket and pvc waste pipe 140 wash-basin 450*300 mm with coupler, bracket and pvc waste pipe 141 stone beam (s.w.) pipe 100 mm. diameter, 0.6 m. long 142 c.p. pillar cock (dia 15 mm) (is mark) 143 c.p. bib cock (dia 15 mm) (is mark) 144 c.p. grating of 125 mm. diameter 145 r.c.c. np3 hum pipe with collar 146 1200 mm dia 147 1000mm dia 148 750mm dia 149 600mm dia 150 450mm dia 151 300mm dia 152 steel conduit isi marked 153 20 mm. diameter 154 25 mm dia 155 charcoal 156 p.v.c. water tank with cover (conforming to is:12701-1989) 157 13/0.20 mm twin core pvc sheathed, flat flexible copper cable 158 steel fasteners 6 mm x 75 mm 159 pvc conduit isi marked 160 25 mm diameter 161 20 mm diameter 162 junction box 163 20 mm two way 164 20 mm one way 165 25 mm two way 166 20 mm one way (pvc) 167 module gi box 168 for 3 modules 169 for 2 modules 170 module base & cover plate 171 for 2 modules 172 3 for module 173 modular switch one way, isi marked 174 sp 15/16 ampere 175 sp 5/6 ampere 176 modular socket outlet, isi marked 177 3 pin 5/6 ampere 178 6 pin 15/16 ampere 179 mcb db 180 2+ 2 way, spn, single door 181 2+4 way, spn, single door 182 2+6 way, spn, single door 183 gi pipe (medium grade) 184 15.00 mm diameter 185 40.00 mm diameter 186 copper wire 8 swg (4.00 mm dia.) (0.117 kg/m) 187 ci/ms cover plate, frame with locking arrangement attached to 188 diesel road roller 8 to 10 ton 189 truck 9 ton 190 tractor (25-40 hp) 191 tractor trolley 192 tractor water tanker capacity 4000 liter water 193 cement concrete mixer 5-7 cubic feet 194 pumping set 15 h.p . 195 niddle/plate vibrator with operator 196 camel cart/bullock cart with driver 197 grinding machine with operator (big, motor driven) 198 compressor 199 hydraulic excavater/jcb ( bucket capacity 0.4 cum) 200 dumper 201 scraper 202 shuttering of wooden plank, with installing tp along with bat and other materials on site, removing it after the prescribed period 203 installing shuttering ply along with bat and other materials on tp site, removing it after the prescribed period 204 shuttering iron plate along with bat and other materials along with tp installation at site, removal after specified period 205 water and pumping charges (filling) 206 grinding machine with operator (small, hand operated) 207 installing iron form for well (diameter 3m, height 75cm) along with tp at site, removing after specified period 208 cultivator

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

Boards / Undertakings / PSU

TRN :48996540 | 13 May, 2025

Tender Value : 1.47 Crore

Matunga - Maharashtra

Tender for repair, renovation, and reconfiguration of lab 1 at the computer engineering and it engineering department, first floor, vjti, matunga, mumbai.= 1 dismantling of existing partitions, wall paneling, etc., all complete as per site requirements, and stacking the usable materials within building premises as directed by the architect/consultant/ engineer-in- charge, etc. complete. (lead upto 100 meters) 2 removal of cement tiles, existing flooring, wall tiles,marble, polished shahabad flooring, dado with or without bed concrete, including stacking the materials as directed, with all leads, lifts, etc., complete. (lead upto 100 meters) 3 dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. complete. ( lead upto 100 meters) 4 scraping the old paint from the plastered internal surface using a dust-free vacuum paint scraper, followed by coating the entire surface with a mixture of whiting or glue and linseed oil, including the provision of scaffolding, as directed. (the scraping of old paint should be done until the neeru finish of the plaster is achieved.) lead and lift upto 100 meters etc. complete. 5 removing old paint from steel and other metal surfaces and making the surfaces even with hand scrapping, scaffolding etc. complete. 6 removing the existing cement plaster of any thickness without causing dust nuisance, stacking the debris up to a distance of 100 meters, cleaning the site, etc. complete. 7 providing and applying an anti-corrosive chemical to exposed reinforcement of r.c.c. members such as beams, columns, and slabs. this includes one coat of alkaline rust converter (feovert, rusticide, or equivalent) after cleaning the surface with a wire brush, followed by two coats of anti-corrosive, epoxy-based, two-component, zinc-rich primer (materemaco p 130 of basf, phenolic ipnet rb, polyalk flxoprime, or equivalent) for rebar protection on exposed reinforcement. additionally, apply a concrete-penetrating corrosive inhibitor (epco kp-100, polalk ep 113, masterseal 1414 of basf, fosroc, or equivalent) over the adjoining concrete surface. etc. complete. 8 providing and applying a bond coat of approved epoxy resin (masterbrace 1414 of basf, epi bond of krishna conchem, or equivalent) before polymer plaster or concrete to ensure a perfect bond between old concrete and new concrete/polymer plaster surfaces. the bond coat should be applied within half an hour after preparation, conforming to astm c881 type 2. this process includes the use of nylon brushes, scaffolding, labor, etc. complete. 9 providing and applying ready-mix polymer-modified cement mortar with an average thickness of 15mm, using polymer in one or more layers, in a proportion of 1:5:15 (polymer, cement, and quartz sand) as per the manufacturers specifications. the surface should be cured after 72 hours of application using wet gunny bags, etc. complete. 10 providing and applying ready-mix polymer-modified cement mortar with an average thickness of 30mm-50mm, using polymer in one or more layers, in a proportion of 1:5:15 (polymer, cement, and quartz sand) as per the manufacturers specifications. the surface should be cured after 72 hours of application using wet gunny bags, etc. complete. 11 providing and applying a 30mm thick self-curing ceramic polymer microconcrete of an approved make, having a compressive strength above m30, non-shrink, and impermeable, as a filling mortar for load-carrying r.c.c. members in two layers on cleaned concrete surfaces, including honeycomb areas (using manual or mechanical means). the mortar shall be prepared by mixing nicosil c80 and fresh 53-grade cement with the required water-cement ratio to achieve the desired consistency. the application and finishing shall be done by manual trowelling. curing shall be carried out after the initial setting time, in accordance with the manufacturers specifications. the work shall be executed in line with the specifications and as directed by the engineer-in-charge. the work must be carried out by a certified applicator, and the work shall be guaranteed for 5 years. the guarantee shall be provided on a rs. 500/- stamp paper. (the bond coat, as per item no. 08 in the boq, is to be applied before the coating.) 12 providing and applying 12mm thick internal/external ready-mix plaster conforming to is: 4031 (part-4) 1988 and is: 383-1970, in a single coat using cement mortar in a proportion of 1:4, with a special type of polymer additive (approximately 0.4%), on all types of surfaces in all positions, including scaffolding and curing. the plaster shall be followed by a smooth finishing coat of gypsum plaster of 6mm thickness, ensuring an even, smooth surface suitable for painting. complete with necessary curing, scaffolding, and all other related works. 13 providing and applying a priming coat over new/old steel and other metal surfaces, including preparing the surface by thoroughly cleaning oil, grease, dirt, and other foreign matter. the surface shall be scoured with wire brushes, fine steel wool, scrapers, and sandpaper, with scaffolding as required, etc. complete. 14 providing and applying priming coat over new wood and wood-based surfaces, including preparing the surface by thoroughly cleaning oil, grease, dirt, and other foreign matter, sanding, knotting, scaffolding, etc., complete. (brands such as asian paints, dulux paints, nerolac, berger, royal, or equivalent make.) 15 providing and applying two coats of synthetic enamel paint of approved color to new/old structural steel work and woodwork in buildings, including scaffolding if necessary, cleaning, and preparing the surface (excluding primer coat). etc. complete.(brands such as asian paints, dulux paints, nerolac, berger, royal, or equivalent make.) 16 removing and refixingof doors and windows with frames and stacking the materials as directed, including all leads, lifts, labour, fitting etc., complete. (lead up to 100 meters) 17 providing and laying in pattern 600 mm x 600 mm vitrified tile flooring of 8 to 10 mm thickness and confirming to is 15622-2006 ( group bla) of approved make,quality, shade and pattern for flooring . the tile flooring shall be laid in pattern with 2 mm spacers & tiles fixed in cement mortar of 1:4. the rate shall be including floor chipping to attaining required levels, epoxy grouting of joints using approved matching colour tile grout of epoxy grout, necessary protection of the laid floor, acid wash cleaning for any stains before handover. etc. complete as per the drawing, specification and to complete satisfaction of the engineer. rate to include the wastages as per the pattern indicated in the layouts. brands like kajaria, johnson or similar etc. groove shall be filled with grout of approved shade ( brands like laticrete etc.) as dicectedby the engineer-in-charge. etc. complete. basic rate for tile material- rs. 1440/- per sq.m. 18 providing and fixing skirting, including labor, materials, and all related work, etc., complete. rate for skirting of height up to 150 mm. 19 vinyl flooring for hod cabin:providing and fixing approved color homogeneous flooring, 4mm thick with interlocking system, single-layered flexible spc vinyl flooring (spica by tusker vinyl floorings) in roll form, over the provided i.p.s. or kota stone flooring. the flooring will be fixed using approved adhesive, and all joints will be soldered with pvc rods as per the manufacturer’s specifications. the work will be completed as directed, ensuring proper leveling and cleaning. the roll width will be a minimum of 2.0 meters, and the weight of the pvc flooring will be 90 kg per 30 sqm. as directed and approved by engineer in charge. etc complete. basic rate for vinayl flooring material- rs. 900/- per sq.m. 20 providing and laying vitrified mirror/glossy/matte finish tiles of size 590 mm to 605 mm x 590 mm to 605 mm with a thickness of 8 to 10 mm, conforming to is 15622:2006 (group b1a) from an approved make, shade, and pattern, for dado and skirting in the required positions. the tiles shall be fixed in 1:4 cement mortar, including neat cement float, filling of joints, curing, cleaning, and all related work, etc., complete. basic rate for tile material- rs. 790/- per sq.m. 21 providing second-class burnt brick masonry with conventional/i.s. type bricks in cement mortar 1:6 in the superstructure, including striking joints, raking out joints, watering, scaffolding, and all related work, etc., complete. 22 lowering the debris obtained from breaking and removing cement plaster/burnt brick masonry from the first floor by any means, without causing dust nuisance or damage to the structure. the debris shall be stacked as directed by the engineer-in-charge, including cleaning the site, etc., complete. (lead up to 100 meters.) 23 removing and disposing of debris from the site to a dumping ground outside the vjti premises (in accordance with municipal rules), etc. complete. as directed by the engineer-in-charge. (minimum 6 cu.m debris per trip) 24 providing anti-termite treatment to the wooden frames of doors and windows of the existing building as per i.s. 6313 (part-iii), by drilling 6 mm dia. holes at the four corners on one side and the four corners on the other side, at a downward angle of approximately 45 degrees at the junction of the woodwork and masonry. injecting 150 ml of chlorodane 5% w.c. into each hole and sealing with putty, etc., complete, with a 2-year guarantee on bond paper. 25 providing and applying waterproof melamine polish of the required finish to the woodwork by spray machine, including knotting and preparing an even surface by scraping, applying french polish, scaffolding if required, etc., complete.note: the work is to be executed only with prior approval from the superintending engineer. (brands such as asian paints, mrf melamine or equivalent.) etc. complete. 26 providing and fixing ss t/u/l strip profiles for walls, ceilings, tiles, flooring, main doors, interior decoration, bathrooms, and living rooms, including transportation, wastage, labor, etc., complete.shape: t/u/l profilematerial: ss 304 grade stainless steeldimensions: 8 mm to 12 mmlength: 2440 mm (8 feet), 3048 mm (10 feet)type: t-sectionfinish: polishedposition: interiorcolor options: gold, rose gold, black, silver, champagne, antique hairline, antique copperthickness: 2 mm to 8 mmnote: the shape, pattern, color, and design will be directed by the architect/consultant/or engineer in charge. basic rate for material- rs. 850/- per number. 27 providing and fixing ss t/u/l strip profiles for walls, ceilings, tiles, flooring, main doors, interior decoration, bathrooms, and living rooms, including transportation, wastage, labor, etc., complete.shape: t/u/l profilematerial: ss 304 grade stainless steeldimensions: 16 mm to 32 mmlength: 2440 mm (8 feet), 3048 mm (10 feet)type: t-sectionfinish: polishedposition: interiorcolor options: gold, rose gold, black, silver, champagne, antique hairline, antique copperthickness: 2 mm to 8 mmnote: the shape, pattern, color, and design will be directed by the architect/consultant/or engineer in charge. basic rate for material- rs. 850/- per number. 28 providing and fixing sign boards foor doors:specification for waterproof signage boards (12 x 4 inch)size: 12 inches (l) x 4 inches (h) (with size tolerance is plus or minus 1%)material: high-quality, durable acrylic or pvc boardfinish: glossy or matte finish for clear readabilitywaterproof: weather-resistant, suitable for both indoor and outdoor usedesign: custom text, graphics, or logo engraving/printingmounting: wall-mountable with adhesive backing or screw mountscolors: available in multiple colors with contrast for visibility (e.g., white, black, silver)application: ideal for office cabins, rooms, labs, and other signage needsthis durable, waterproof signboard ensures clear and professional signage in various environments. including wastage, etc. complete. basic rate for material- rs. 460/- per number. 29 providing and fixing of 3d wall panels that can be painted as well.size of each panel: 2 x 2 feet.colour: any color, design, or pattern.features: lightweight, fire-resistant, easily diy, 100% recycled.made from natural bamboo plant fiber, etc., complete. basic rate for material- rs. 450/- per number. 30 providing and fixing wooden decorative fluted wall panels/louvered wall panels:material: high-quality wood (mdf, plywood, or hardwood) with a decorative veneer finish.dimensions: 8 feet x 4-5 inchesthickness: 8 mm - 12 mmdesign: fluted design with vertical or horizontal grooves for a decorative effect.color: multicolor/any colour. (customizable to match interior themes).shape: rectangular panels for seamless installation, etc., complete. basic rate for material- rs. 850/- per number. 31 providing and fixing machine cut mirror polished 16 mm to 20 mm thick telephone black / amba white / cat bary brown / rbi red / ocean brown granite stone partition with rounding the edges etc. complete. one side polishbasic rate for granite material- rs. 2530/- per sq.m. 32 providing and fixing oval-type under-counter wash hand basin of 16-inch x 22-inch size and of special color shade, having telephonic black/colored granite of 180mm thick stone black kadappa framework, including chromium-plated coupling bottle trap. the wash basin should be of cera company or equivalent, model no. 3448, as per the detailed drawing or as directed by the engineer-in-charge, etc., complete. (counter size 1.20m x 0.60m). (brands such as jaquar,kohler or equivalent make.) basic rate for wash basin - rs. 6000/- per number. 33 providing and constructing a granite kitchen platform with the installation of a stainless steel sink (600mm x 450mm) as per the detailed drawing, including vertical polished kadappa stone supports (25 to 30mm thick) on both sides, with a kadappa top (35 to 40mm thick) and a polished granite top (16 to 20mm thick). the platform will feature granite strips at the front and both sides, with two vertical granite supports (15 cm height). the top granite will be 75 cm x 40 cm, including cutting and opening for the sink of the required size in both kadappa and granite. the platform size is 5.00 m x 0.60 m, with a height of 0.75 m, etc. complete with all required finishing. basic rate for ss sink- rs. 6000/- per number. 34 supply and installation of 600x600mm modular metal perforated grid ceiling system (cg-01)the ceiling system shall be supplied and installed as per the specifications provided in the tender document, and in accordance with the directions and approval of the engineer-in-charge. the scope includes complete installation with all necessary materials, components, and finishing to ensure proper execution etc. complete. 35 providing and installation of aluminum frame works for partition with ply on both sides and laminate finish: providing and fixing partition aluminum frame work consist of 25mm x 50mm x 1.2mm thick extruded aluminium box section framework at spacing not exceeding 600mm centre to centre both ways (horizontal and vertical). the framework shall be secured at floor structural ceiling and sill/ lintel level with 25 x 50mm x 1.2mm thick horizontal aluminium section. framework to be secured to floor / walls / columns / ceiling / beams using 75mm metal screws and dowels.acoustic infill: providing & fixing acoustic insulation of approved make to g.i./ aluminum/ ms/ wooden frame partition of 50mm thick rockwool of density 48 kg/m with blanket wrapped in rp tissue suitably affixed to partition framework using where necessary gi binding wire duct tape as indicated in the drawing.outer skin:- providing and fixing 18mm plywood of brands like greenply, century or equivalent. finished with 1 mm thick laminate of approved shade applied on plywood of brands like formice, royal touche or equivalent brand.note: rate is as per aluminum framework with both side ply and laminate. etc. complete. 36 providing and fixing of laminate cladding with ply backing:providing and fixing 12mm bwr plywood (brand: greenply, century, or equivalent), directly fixed to the column. a 1mm thickness laminate of an approved shade, applied on the plywood surface. laminate brands: formica, royal touche, or equivalent. etc complete. 37 providing and installation of glass partition (toughened glass): providing 12mm toughened fixed glass partition including all patch fittings, ensuring smooth and even flush joints between glasses, fixing the same in positions to true line and level, finishing the wall joints with clear silicon sealants, cleaning the surface and ensuring that there are no scratch marks on the glass etc. complete as per drawing and specifications, glass brands should be dorma, ozone or equivalent. 38 providing and installation of glass partition (dgu glass): double-glazed unit glass with air spacer of 6 to 16mm, 95% transparency, etc. complete as per drawing and specifications, dorma or ozone or equivalent. 39 providing and installation of 12mm thick clear toughened glass door with film as required. (d2 - 0.91 x 2.10 m) specification:hardware: door to be complete with hardware to each leaf as follows: hinges: 8 nos. ss ball bearing butt hinges. door closer: concealed door closer with hold open. lock set: dead lock as approved.door handles:900mm ht. 36mm dia d type offset handle on both sides in approved powder coating. door stop: floor mounted door stopper as approved seals: drop down floor seal as approved. security system: na note: all the metal profile sections and hardware finish should match the frame. brands like dorma or ozone or equivalent. etc. complete as per drawing and specifications. 40 providing and installation of d1 - double door two-way sliding motorized door, suitable for door openings up to 1.20 meters with a maximum door weight of 100kg (both leaves). the door offers environmental protection with a working temperature range of -20°c to +50°c and is rainproof. it has a standard opening time of 3-8 seconds, with a remote control operating distance of 100 to 200 feet (depending on line of sight). the opening size is 2.4m x 2.10m, and the glass door size is 1.2m x 2.10m. brands like dorma, ozone, or equivalent, to be installed as per drawing and specifications. etc. complete. 41 providing and installation of d3 - 1.09m x 2.10m (single shutter) 12mm toughened glass door with fixed side panels, including all patch fittings, locking mechanisms, and ensuring smooth, even flush joints between the glass panels. the door is to be fixed in position to true line and level, with wall joints finished using clear silicone sealant. the surface should be cleaned and inspected to ensure there are no scratch marks on the glass. installation to be completed as per drawing and specifications, with brands like dorma, ozone, or equivalent. etc. complete. 42 pop punning: providing and applying of plaster of paris punning(1st quality isi approved pop) over plastered with minimum thickness of 8mm-12mm to existingwall surfaces, ceilings & concrete members etc., to be finished in line and plumb with smooth surface ready to receive paint base. rate to be inclusive of edge protection (gi), fibre mesh for service conduits,hacking wall surfaces for better bonding, cleaning, scrubbing the surface, providing grooves if necessary etc., complete as per architects/consultant/engineer-in-charges approval. brands like gyproc, armstrong, shera or equivalent etc. complete. 43 plastic emulsion paint (leed compliant, low voc): providing and applying plastic emulsion paint finish to walls, partitions, and ceiling surfaces of approved make, color, texture, and shade in two coats, with surface and finish acceptable to the engineer in charge to be achieved within these two coats. any additional coats, if required, shall be at the contractors cost. the work includes preparing existing surfaces by scraping away loose particles, dust, etc., washing and scrubbing, filling cracks with crack filler and binder, cleaning and making the surface dust-free, applying water-based rj london putty as directed, rubbing with sandpaper to smooth the surface, and applying one coat of primer as recommended by the approved paint manufacturer. the work also includes providing necessary scaffolding, cleaning, and protecting the site until handover, as well as masking and protecting all service devices such as switchboards, detectors, etc. the work is to be completed at all heights and leads, as per specifications or as directed by the architect/engineer in charge/consultant. brands like asian paints, berger, or equivalent are acceptable. etc. complete. 44 providing and applying premium decorative wallpaper high-end or custom designs (special finishes, custom patterns)specifications: material: non-woven fabric or vinylroll size: 21 inches wide x 33 feet long (covers 55 sq ft)pattern: various styles (floral, geometric, etc.)finish: matte, gloss, or texturedinstallation: peel & stick or pastefeatures:scratch & water-resistanteasy to clean (wipeable)fade-resistanteco-friendly, voc-freeideal for: living rooms, offices, and accent wallsmaintenance: clean with a damp cloth, no harsh chemicalscustom options: available in various colors and patterns, custom designs upon request. basic rate for wallpaper rs. 600/- per sqm. 45 standing platform (300-450 mm from ffl):construction of a standing platform at a height of 300 mm to 450 mm from the finished floor level (ffl), as per approved dimensions. the platform will be made of 18 mm thick wood (century, greenlam, or equivalent) and finished with wood polish (asian paint wood tec, mrf, or equivalent).materials:frame: mild steel or aluminum, powder-coated for corrosion resistance.surface: high-quality plywood, mdf, or approved materials with a non-slip finish.support: sturdy metal beams or supports for stability.features:height: 300 mm to 450 mm from ffl, as per design.finish: non-slip surface with smooth edges and protective coating.safety: non-slip tread and optional guardrails. etc. complete. 46 stage flooring: supply and installation of interlocking rubber tile flooring at the stage area as per the specifications and drawings provided. the flooring will consist of a 6.0 mm synthetic sport surface, including a =1.50 mm pur protect® treated vinyl surface layer, calendared and grained, supported by a pvc density single closed-cell foam, and reinforced with a fiberglass grid structure. it will feature sanosol treatment for fungistatic and bacteriostatic properties. the flooring will meet the following standards: weight: 3.7 kg/m², impact resistance (en 1517) =8 n/m, abrasion resistance (en iso 5470-1) =350 mg, shock absorption (en14808) =25% (labosport result = 28%), indentation resistance (en 1516) =0.5 mm, ball bounce (en 12235) =90%, vertical deformation (en 14809) =3.5 mm, sliding coefficient (en 13036-4) 80–110, fire (en 13501-1) cfl-s1, anti-viral activity (human coronavirus 229e) – iso 21702 (99.37% after 2 hours), energy return (nf p 90 203) =0.31 m/s, tvoc after 28 days <100 micrograms/m³ (iso 16000-6), floor score®, ce marking, en14904 compliant for multi-sports use, reach compliant, and singapore green label certified. the supply and installation will include making good any damaged surfaces using standard fillers such as birla white cement, cement-based grout, epoxy grout, or mortar, and repainting to match the color.all work will be completed in accordance with the specifications, design, drawings, and the direction of the engineer-in-charge. 47 providing and fixing of overhead storage as per the specifications and drawings provided in the tender document. etc. complete. 48 providing and fixing of surface storageas per the specifications and drawings provided in the tender document. etc. complete. 49 providing and fixing on-site a lab table as per the specifications and drawings provided in the tender document. etc. complete. 50 providing and fixing of office desk/table in faculty lounge as per the specifications and drawings provided in the tender document. etc. complete. 51 providing and fixing of office desk/table in office for hod as per the specifications and drawings provided in the tender document. etc. complete. 52 supply and installation ofhod cabin chair as per the specifications and drawings provided in the tender document. etc. complete. 53 supply and installation of faculty lounge chairs as per the specifications and drawings provided in the tender document. etc. complete. 54 supply and installation of study chairs for labs as per the specifications and drawings provided in the tender document. etc. complete. 55 supply and installation of foldable desklet tables for the seminar hall as per the specifications and drawings provided in the tender document. etc. complete. 56 removingthe exisitng light fixures, fans, wires, cables, swith boards and distribution boards etc. complete. 57 point wiring for independent plug, concealed type in min 20 mm isi marked hms pvc conduit with 1.5 sq.mm (2+1e) fr grade copper wires, modular type switch and socket, earthing and required accessories as per specification no wg-pw/sw. (brands for conduits precision/finolex/pressfit. and for cable barnds should be polycab/finolex/havells. etc. complete 58 point wiring for independent plug, concealed type in min 20 mm isi marked hms pvc conduit with 2.5 sq.mm (2+1e) fr grade copper wires, modular type switch and socket, earthing and required accessories as per specification no wg-pw/sw. (brands for conduits precision/finolex/pressfit. and for cable barnds should be polycab/finolex/havells. etc. complete 59 supplying and erecting flush type shockproof plug socket 6a & 16a (6 pin) with 16a / 25a switch combined with indicator lamp and fuse with gang box on wooden board.make /brand (roma/ legrand,/ greatwhite) etc. complete 60 supplying and erecting isi mark modular type 3 pin 6a / 16a multi socket with safety shutter, duly erected on providedplate and box with wiring connectionsetc.complete. brand : roma/gretwhite/legrand) etc. complete 61 supplying and erecting pvc surface modular double mounting plate 3 modules complete duly erected etc complete.(.brand roma/gretwhite/collar) 62 supplying and erecting pvc surface modular double mounting plate 4 modules complete duly erected etc complete.(.brand roma/gretwhite/collar) etc. complete 63 supplying and erecting pvc surface modular double mounting plate 6 modules complete duly erected etc complete.(.brand roma/gretwhite/collar) etc. complete 64 supplying and erecting pvc surface modular double mounting plate 8 modules complete duly erected etc complete.(.brand roma/gretwhite/collar) etc. complete 65 supplying and erecting pvc surface modular double mounting plate 12 modules complete duly erected etc complete.(.brand roma/gretwhite/collar) etc. complete 66 supplying and erecting regular/ standard model ceiling fan of 1400mm with sweep complete erected in position as per specification no. fg-fn/cf brand /orient/polycab/crompton etc. complete 67 supplying and erecting flush-type ceiling fan regulators and electronic step regulators for ceiling fans (600mm, 900mm, 1200mm, and 1400mm sweep), complete with installation on the provided switchboard. make/brand: roma, legrand, or greatwhite. 68 providing and fixing 36 watt 2x2 light fitingsupplying and erecting square shaped crca /die-cast aluminium powder coated housing led panel light (slim edge-lit) 600x600mm suitable for 36 w-40w includingmotion sensor led light with provision for plane front frame with translucent cover fixed to the housing etc.complete .brand philips/havels/wipro etc. complete 69 supplying and erecting 16 to 32 a dpmcb suitable to fix in 2 module of modular switch in provided box complete & duly concealed with necessary material and connected. (make/ brand: legrand/ schneider/ l&t/ indo asian) etc. complete 70 supplying & erecting triple pole and neutral distribution board (tpndb), 3 pole/4 pole mccb as incomer & outgoing sp mcb (24 poles) or tp mcb of 8 ways (24 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/gi frame (vertical busbar type) as per specification no. sw-swr/mcbdb1 (make/ brand: legrand/ schneider/ l&t/ indo asian) etc. complete 71 providing & erecting 3 pole mccb, 415 v, 100a, rated short-circuit breaking capacity 25 ka (ics=100% of icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/uv/tripalarm contact. mccb with phase barriers on both sides, insulation withstand capacity 800v, no line-load bias in provided enclosure/panel as per specification no. sw-swr/mccb (make/ brand: legrand/ schneider/ l&t/ indo asian) etc. complete 72 supplying, erecting & commissioning 4 pole rccb 63a, electromagnetic type with 30/100/300 ma sensitivity with earth leakage trip indication complete as per specification no. sw-rccb/rccb. (make/ brand: legrand/ schneider/ l&t/ indo asian) 73 supplying & erecting 2 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation, polyester taped, nylon rip cord & grey colour sheathed with fr pvc, conforming to itd specification s/ws 113c laid in provided pvc casing capping/conduit as per specification no. wg-tw etc. complete. cables brands should be polycab/finolex/havells. etc. complete 74 supplying and installing cat-6 cable suitable for networking as per specification no. wg-coc/nc. cables brands should be polycab/finolex/havells. etc. complete. 75 supplying & erecting mains with 2 x 2.5 sq.mm. and earth wire 1.5 sq.mm frlsh pvc copper wire in hms pvc conduit min. 20mm dia. as per specification no: wg-ma/pc.etc complete. brand :polycab/finolex/havels) etc. complete 76 supplying, erecting & terminating xlpe armoured cable 3 core 4 sq. mm. copper conductor continuous 5.48 sq. mm. (12 swg) g.i. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.cb-lt/cu(brand: polycab/ finolex/ havells)note - the quantity of wires for looping the required number of air conditioning units has to be calculated by the contractor with respect to the provided architectural working drawing. etc. complete 77 providing & erecting hot dipped galvanised cover suitable for perforated type cable tray manufactured from 18 swg (1.2 mm thick) gi sheet of 150 mm width & 20 mm height complete with necessary hardware. cable tray brands should be profab or equivalent. etc. complete 78 supplying and erecting pvc box trunking of size 100x50 mm. with accessories on wall/ceiling as per specification no: wg-ma/box. etc. complete (make/ brand: legrand/ schneider/ l&t) 79 supply & fixing of aluminum box section to be laid on the floor with all excavation, re-cementing & refinishing civil works to make good in line with the existing floor level respective junctionbox to be fabricated in 16 swg gi sheet with cut out as required for terminating the box sections. shall include pvc conduits from jb to work station powerpoints i)150 x 150x 50 mmgijunction box with cover & cut outs etc. complete. (make/ brand: legrand/ schneider/ l&t) 80 supply of a.c split unit (2 ton) :supply of ac split unit as per the specifications, and drawings provided in tender document. make (carrier/ voltas/ bluestar/ samsung) etc. complete 81 supply of 2 ton casatte ac:2 ton inverter casette ac. cooling capacity 3200-8000 watt. offers uniform 360 degree round airflow, with 4 star energy rating. etc. complete. make (carrier/ voltas/ bluestar/ samsung) etc. complete 82 installation of 2 ton ac split unit etc. complete 83 installation of 2 ton ac cassette unit etc. complete 84 supplying & erecting seamless outside & inside, smooth, dry and clean copper pipe with rohs compliant suitable for refrigerant having 22swg thickness and inner dia/size 22mm complete. etc. complete. material selection should be high quality and from reputed brand as directed by engineer in charge. 85 supply & installation electrical communication cable between indoor to outdoor units.cables brands should be polycab/finolex/havells. etc. complete. 86 providing and fixing in position ms frame stand for a.c. units, floor or wall mounted, with vibration isolation pads and frame to be made out of required ms sections strong enough to hold the weight of the ac unit,and should be lockable, including fixing in position using necessary scaffolding, ladder etc, and painting with two or more coats ofapproved enamel paint on a coat of red oxide etc. complete 87 insulated condensate water drain piping constructed out of pvc / hdpe hard pipeswith 6mm thick nitride insulation, fitting, accessories, bends, elbows, tees, flanges, tapings, wall sleeves, hangers, supports, anchors fasteners and concealed in brickwork or flooring. etc. complete(make: finolex/ astral/ prince) 88 supplying and erecting elastomeric nitrile rubber / foam tube type sleeves for coating and insulating on provided pc / copper pipes having 9 mm thickness and inner diameter / sizes 28 mm for solar water heater/ac system. etc. complete. material selection should be high quality and from reputed brand as directed by engineer in charge. 89 supplying & erecting crca sheet metal enclosures of 1.2mm thickness with 20a, 2 pin plug & earth socket and 20a, 3 pin plug top with 20a/30a single pole mcb having rated short - circuit breaking capacity (icn) 10ka complete erected on angle iron/ gi frame. etc. complete 90 carrying out core cutting of size 3 to 5 dia x 15 length in the c.c./rock/stone wall with the help of specialized core cutting machine in proper manner and finishing the site as original. etc. complete 91 supply and installation of roller blindsas per the specifications and drawings provided in the tender document. etc. complete. basic cost for blind cloth fabric material rs.900/- per sq.m. 92 carrying out test for ceramic tiles / vitrified tileswater absorption, modulus of rupture (set of 6 tiles) etc. complete. 93 carrying out test for plywood: determination of resistance to dry heat,determination of moisture content,determination of density,thickness of plywood. etc. complete. 94 carrying out test for test for glue adhesion for plywood etc. complete. 95 carrying out test for hollow / solid /aac blocksdensity test. (set of 3 blocks), compressive strength. (set of 3 blocks), water absorption test (set of 3 blocks) etc. complete. 96 providing and fixing 15 mm dia. cpvc pipe on walls, ceiling, or floor with necessary fittings, and remaking the demolished portion, etc., complete. this includes removing the existing pipeline if necessary, conveying, and stacking the same in the pwd chowky or as directed, etc., complete. (brands such as astral, finolex, prince or equivalent make.) 97 providing and fixing 20 mm dia. cpvc pipe on walls, ceiling, or floor with necessary fittings, and remaking the demolished portion, etc., complete. this includes removing the existing pipeline if necessary, conveying, and stacking the same in the pwd chowky or as directed, etc., complete. (brands such as astral, finolex, prince or equivalent make.) 98 providing and fixing 25 mm dia. cpvc pipe on walls, ceiling, or floor with necessary fittings, and remaking the demolished portion, etc., complete. this includes removing the existing pipeline if necessary, conveying, and stacking the same in the pwd chowky or as directed, etc., complete. (brands such as astral, finolex, prince or equivalent make.) 99 providing and fixing on walls/ceiling/floor 32mm dia cpvc pipe with necessary fittings, remaking good the demolished portion, etc., complete. including removing existing pipeline if necessary and conveying and stacking the same in pwd chowky or as directed, etc., complete. (brands such as astral, finolex, prince or equivalent make.) 100 providing and fixing 75 mm dia stabilizer pipe/p.v.c. soil vent/waste pipe with necessary fixtures and fittings, such as bends, tees, single junctions, slotted vent, clamps, etc., complete. 101 providing and fixing 100 mm dia stabilizer pipe/p.v.c. soil vent/waste pipe with necessary fixtures and fittings, such as bends, tees, single junctions, slotted vent, clamps, etc., complete. (brands such as astral, finolex, prince or equivalent make.) 102 providing and fixing 10 cm pvc nahani trap with grating, etc., complete. (brands such as astral, finolex, prince or equivalent make.) basic rate for nahani trap is rs. 380/- 103 providing and fixing c.p. pillar cock long neck with aerator of approed make including necessary sockets/union nut etc. complete. basic rate for pillar cock is rs. 1250/- per number 104 providing and fixing of exhaust fan 150mm crompton/havels/usha or equivalent etc. complete. basic rate for exhasut fan is rs.1000/- per number 105 providing and fixing stainless steel round napkin hanger for bathroom/towel holder for wash basin/napkin holder/bathroom (chrome) b. heavymaterial stainless steel product dimensions 17l x 5w x 19h centimetersfinish type chromeinstallation type wall-mounted shape round including fitting etc. completed.basic rate for material is rs. 320/- 106 providing and fixing premium front glass shelf - bathroom shelf/kitchen shelves wall mounted with frosted and toughen (tradition 6 x 18) chrome including fitting etc. complete. basic rate for material is rs. 650/- 107 providing and installation of 6 mm thick mirror with 6 mm thick ply backing, as per design. the mirror will be supported by stainless steel finished buttons, etc., complete. (the glass brand should be saint-gobain, borosil, or an equivalent make) basic rate for mirror is rs. 1250/- per sq.m. 108 supply and installation of nsd make smoke detectormodel:66a, certification: ce & ertl etc. complete. 109 supply and installation of nsd make heat detectormodel:66h, certification: ce & ertl etc. complete. 110 supply and installation of response indicator make: nsdmodel: p.s (mini) etc. complete. 111 supply and installation of manual call point (m.s) make nsd 112 supply and installation of 08 zone fire alarm panel make nsd(excel) etc. complete. 113 supply and installation of flasher hooter make nsdmodel no: ms17flash etc. complete. 114 supply and installation of supply & laying 1.0 sq. mm x 2 core copper armored isi cable for alarmsystem. with accessories per meter. brand/make :polycab/finolex/havellls) etc. complete. 115 supply and installation of high quality co2 fire extinguisher (6 kg)type:carbon dioxide (co2) fire extinguisher (for electrical fires and flammable liquids)capacity: 6 kgfire rating: class b (flammable liquids) class c (electrical fires)material: cylinder: steel or aluminum alloyfinish: red powder-coated for durabilityoperating pressure: 55 bardischarge time: approx. 8-10 secondsdischarge range: 3-5 feettemperature range:operating: -10°c to +60°c storage: -30°c to +60°cmounting: includes wall bracket certification: is 15683 (india) / ul/ce certified etc. complete.note: the rates for all fire safety alarm items include the complete supply, installation, commissioning, transportation, freight, and all associated costs. 116 providing architectural/ interior design services : scope of work as below:drawings preparation: 3d views, floor plans, furniture layout, electrical layout, ceiling layout, and partition layout.color scheme & material selection: guidance on colors and material choices for finishes, flooring, and furniture.quality control: ensure standards for structural, civil, electrical, fire safety, furniture work and hvac work.interior planning: optimize lab functionality and aesthetics, including furniture, partition design, and system planning (electrical, hvac, fire safety).modifications: suggest changes to designs based on site conditions and client feedback.coordination & monitoring: ensure project progress and timely completion by working closely with contractors. deputation of interior designer degree/diploma/certificate course having knowledge of autocad and 3d home or equivalent for the full period of the work. designes. monitor on-site execution, ensuring design adherence. taking joint measurements.preparing statements for extra items and excess quantities.compliance & safety: ensure adherence to safety codes and regulations. etc. complete.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

Government Departments

TRN :48857317 | 12 May, 2025

Tender Value : 44.00 Lacs

Jaipur - Rajasthan

Tender for repair work of 24 usq and 36 lsq quarters at pts kherwara district udaipur-- 1 part-a civil,sanitary & electrical 2 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 3 grading roof for water proofing treatment with water proffing compoundcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) 4 providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 kg/sqm) on top of hot bitumen @1.7 kg/sqm. (1.40 kg of vg-40 (30/40 )grade and 0.30 kg/sqm. of vg-10 (80/100) grade) and joints filled withcement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineerin-charge. 5 making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges andmaking and finishing the out let complete 6 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 7 providing and fixing to existing door frames.30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc „c channel of size30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel.10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mmthick pvc strip of 20mm width is to be stuck on the interior side of the „c channel using pvc solvent adhesive etc.complete as per direction of engineer-in-charge, manufacture?s specification & drawing.(for w.c.and bathroom door shutter). 8 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a :25 mm thick .decorative teak veneer both side 9 extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 10 repair of existing steel glazed doors, windows and ventilator, mssheet door, garage doors, compound wall gates etc. by weldingdrilling complete include. cost of welding rods and hire charge ofwelding meachine and tp etc complete 11 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts& screw etc. 12 renewing glass panes, with putty and nails wherever necessary 13 4 mm thick plain glass panes 14 repair of door, window shutters including cost ofmaterial and labour for change of damaged : 15 (c) aldrop of mild steel 16 (i) 12 long x12mm dia 17 (ii) 8 long x 10mm dia 18 (d) stopper of aluminium with 19 (ii) double rubber gutka 20 (g) mild steel tower bolt 6 long 21 (h) steel locking bolt 22 (i) steel handle 6 size 23 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawlplugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer,excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 24 partly fixed and partly openable [ fixed area not to exceed 33%] 25 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mmwith suitable screw at not exceeding 150mm distance. 26 providing and fixing square bars or other flat welded to window ventilatiors etc. 27 taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: 28 of area 3 square meter and below 29 dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal ofunserviceable material within 50 mtr lead 30 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal ofunserviceable material within 50 meter lead: 31 for thickness of tiles 10mm to 25 mm 32 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 33 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead. 34 dismantling gi pipes (external work) including excavation and refilling trenches after taking out the pipes and includingstacking of pipes within 50 meter lead: 15mm to 40mm nominal bore. 35 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : 36 kota stone minimum 30mm thick. 37 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 901 to 2000 sq.cm : 38 rajasthan black 39 (4) above 3601 cm 2 slabs 40 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shadesglazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of thetile complete (excluding the cost of cement plaster on walls and pillar). 41 add extra over item for marble printed, granite shade tiles 42 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc.laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 43 plaster on new surface on wall in cement sand mortar 1:6including raking of joints etc. complete fine finish: 44 25mm thick 45 20mm thick 46 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 47 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 48 providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 49 m15 grade nominal mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 50 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting of applying :sqm. 275.00(i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layerwill be allowed to air cure for 4 hours.(ii) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry. 51 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, usingbrick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 52 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and includingscrapping and priming coat with cement primer. 54 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an evenshade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respectincluding scaffolding and safety provision 55 new work 56 painting with synthetic enamel paint of approved brand and manufacture to give an even shade 57 two or more coats on new work 58 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 59 add extra of square rectangular hollow tubular section areused. 60 repair to damaged rcc slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-sqm 1568.00 (i) choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii) applying epoxy primer on the exposed steel bars.(iii) applying epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel bars with brush.(iv) speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v) plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) cure the plastered surface for 15 days, all work including scaffolding etc. complete in all respect. 61 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2 .) approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant. 62 110mm dia 63 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cementrubber ring and lubricant: 64 coupler (socket) 65 110 mm dia 66 bend 87.5 67 110 mm dia 68 pipe clip 69 110 mm dia 70 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: 71 size 580 x 440 mm 72 labour charges for removing w.c. pan (any type) of all sizes with care including all necessary fittings p or s trap. 73 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mmc.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut32 mm complete including cutting & making good the wall : 74 size 550x400mm 75 p & f stop cock (is :8931 mark), superior quality & ofb approved make: 76 (-do-) concealed stop cock 15mm. 77 p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc.,complete of approved design: 78 750 litres capacity. 79 add extra for hoisting charges for each floor and tripple layered water tanks 80 for items 2.26.1 to 2.26.4 81 p & f flush cock / flush valve (is : 9758mark) for wc of approved quality make : 82 brass / gun metal half-turn wt. 1 kg. of approved quality / make, 25mm nominal bore. 83 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 84 15mm dia nominal bore 85 25mm dia nominal bore 86 p & f full-way valve (is:778 mark) or wheel valve ofapproved make : 87 gun-metal 15mm nominal bore. 88 (-do-) 25mm nominal bore 89 p & f gi pipes ( internal works ) with gi fittings excluding union (is:1239 mark) and ms clamps, including cuttingand making good the wall and floors. 90 (a) exposed on wall 91 15mm dia nominal bore 92 b class 93 25mm dia nominal bore 94 b class 95 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 96 20 mm 97 25 mm 98 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make 99 75mm dia 100 110mm dia 101 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make. 102 coupler 103 75mm dia 104 110mm dia 105 bend 87.5 dg. 106 75mm dia 107 110mm dia 108 single tee with door 109 75mm dia 110 110mm dia 111 nahni trap with jali 4” 112 100mm dia 113 pipe clip 114 75mm dia 115 110mm dia 116 p & f bib cock (is : 8931 mark), superior quality ofapproved make: 117 c.p. brass bib cock,15mm nominal bore. 118 p & f sink cocks of superior quality & approved made : 119 c.p. sink cock swinging spout 15mm. 120 p & f square-mouth gully trap `a` grade (is :marked) of approved make complete with c.i. grating, frame & cover masonary chamber in c.m. 1:6, 100mm thick c.c. 1:5:10 base concrete, 40mm thick c.c.m-15 grade coping, 12mm thick cement plaster in cm 1:3 complete as per approved design & type. 121 trap size 150 x 100mm, 7.2 kg. c.i. cover with frame, internal chamber size 300 x 300mm. 122 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation,20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring ,earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 123 inside size 300 x 300 mm depth upto 0.5 m cement cover with frame. 124 construction of manhole in all type of soil inner size 90 x 60 cm. 450 mm thick masonry in cm 1:6, 10 cm. thick cementconcrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr.lead. 125 depth upto 0.50m

Central Government/Public Sector

TRN :34404893 | 12 May, 2025

Tender Value : 0

Jamshedpur - Jharkhand

Tender for gem bids for clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. "supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos or lindane emulsifiable concentrate of 20 percent" "diluting and injecting chemical emulsion for post constructional anti termite treatment excluding the cost of chemical emulsion along external wall where the apron is not provided using chemical emulsion at the rate 7.5 litres or sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete isto with chlorpyriphos or lindane e.c. 20 percent with 1 percent concentration" "earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil." filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. "providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size " "providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level isto 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " "reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth roof and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 isto 6 1 cement 6 coarse sand brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 isto 6 1 cement 6 coarse sand "half brick masonry with common burnt clay f .p .s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1 isto 4 1 cement 4 coarse sand " "centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete" "centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings lintals beams balconies and access platform" "steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500d or more make sail or tata or jindal " "15 mm cement plaster on the rough side of single or half brick wall of mix isto 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "12 mm cement plaster of mix 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "6 mm cement plaster of mix 1 isto 3 1 cement 3 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " neat cement punning. "finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr or 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg or 10 sqm make dulux or burger or asian paints or as per direction of eic" white washing with lime to give an even shade new work three or more coats mix with fevicol ddl and robin blue or as per direction of eic "painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. preferable make dulux or burger or asian paints or as per direction of eic make dulux or burger or asian paints or as per direction of eic" making plinth protection 50mm thick of cement concrete 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size over 75mm thick bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling and dressing and finishing the top smooth "providing and fixing angle iron frames for doors windows and ventilators of mild steel angle sections of size 35x35x5 mm joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t iron frame or to the wall with dash fastener including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer all complete as per the direction of engineer in charge. make sail or tata or jindal " "providing and fixing isi marked flush door shutters conforming to is isto 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including isi marked stainless steel butt hinges with necessary screws" "structural steel work in single section fixed with or without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete. make sail or tata or jindal " 25 mm thick pvc flush door shutters made out of a one piece multi chamber extruded pvc section of the size of 762 mm into 25 mm or less as per requirement with an average wall thickness of 1 mm plus or minus 0.3 mm . pvc foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. m.s. tube having dimensions 19 mm into 19 mm and 1.0 mm plus or minus 0.1 mm is inserted along the hinge side of the door. core of the door shutter should be filled with high density polyurethane foam. the top and bottom edges of the shutter are covered with an end cap of the size 25 mm into 11 mm. door shutter shall be reinforced with special polymeric reinforcements as per manufacturer specification and direction of engineer in charge to take up necessary hardware and fixtures. stickers indicating the locations of hardware will be pasted at appropriate places "providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and scrows etc. complete .as per the direction of directions of engineer in charge.300x16 mm " "providing and fixing ist quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make somany or kajaria or nitco in all colours shades except burgundy bottle green black of any size as approved by engineer in charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry at the rate 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. make isto somany or kajaria or nitco or asian or as per direction of eic" "providing and laying vitrified floor tiles in different sizes thickness to be specified by the manufacturer with water absorption less than 0.08percent and conforming to is 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry at the rate 3.3 kg or sqm including grouting the joints with white cement and matching pigments etc. complete. size of tile 600x600 mm make somany or kajaria or nitco or asian or as per direction of eic" "providing and fixing water closet squatting pan indian type w.c.pan with 100 mm sand cast iron p or s trap 10 litre low level white p.v.c. flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete including painting of fittings and brackets cutting and making good the walls and floors wherever required one urinal basin with 5 litre white p.v.c. automatic flushing cistern preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing wash basin with c.i. brackets 15 mm c.p. brass pillar taps 32 mm c.p. brass waste of standard pattern including painting of fittings and brackets cutting and making good the walls wherever require isto white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap" "providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. semi rigid pipe 32 mm dia" providing and fixing 600x450 mm beveled edge mirror of superior glass of approved quality complete with 6 mm thick hard board ground fixed to wooden cleats with c.p . brass screws and washers complete. "providing and fixing brass bib cock of approved quality 15 mm nominal bore" "providing and fixing brass stop cock of approved quality 15 mm nominal bore" providing and fixing circular or hexagonal cast iron or m.s. sheet box for ceiling fan clamp of internal dia 140 mm 73 mm height top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron or m.s. sheet box by means of 3.3 mm dia round headed screws one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. providing and fixing isi marked oxidised m. s handles conforming to is 4992 with necessary screws etc. complete 125 mm providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc. complete. providing and fixing is 12817 marked stainless steel butt hinges heavy weight with stainless steel screws etc. complete 100x60x2.50 mm "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work a. 15 mm dia nominal bore preferable make tata or jindal or as per direction of eic" "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work b. 20 mm dia nominal bore preferable make tata or jindal or as per direction of eic" providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work d. 50 mm dia nominal bore preferable make tata or jindal or as per direction of eic "providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion single socketed pipes. 110 mm diameter" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 20 mm nominal bore" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 50 mm nominal bore" providing and placing on terrace at all floor levels polyethylene water storage tank is isto 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet outlet and overflow pipes but without fittings and the base support for tank. providing and fixing 100 mm sand cast iron grating for gully trap constructing brick masonry chamber for underground c.i. inspection chamber and bends with bricks in cement mortar 1 isto 4 1 cement 4 coarse sand c.i. cover with frame light duty 455x610 mm internal dimensions total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg r.c.c. top slab with 1 isto 1.5 isto 3 mix 1 cement 1.5 fine sand isto 3 graded stone aggregate 20 mm nominal size foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size inside plastering 12 mm thick with cement mortar 1 isto 3 1 cement isto 3 coarse sand finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets isto with common burnt clay f.p.s. non modular bricks of class designation 7.5 "constructing masonry chamber 30x30x50 cm inside in brick work in cement mortar 1 isto 4 1 cement isto 4 coarse sand for stop cock with c. i. surface box 100x100 x75 mm inside with hinged cover fixed in cement concrete slab 1 isto 2 isto 4 mix 1 cement isto 2 coarse sand isto 4 graded stone aggregate 20 mm nominal size i or c necessary excavation foundation concrete 1 isto 5 isto 10 1 cement isto 5 fine sand isto 10 graded stone aggregate 40mm nominal size and inside plastering with cement mortar 1 isto 3 1 cement isto 3 coarse sand 12mm thick finished with a floating coat of neat cement complete as per standard design isto with common burnt clay f.p.s. non modular bricks of class designation 7.5" providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level isto 1 isto 1.5 isto 3 1 cement isto 1 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter 1.8 m long complete as per standard design. with common burnt clay f.p.s. non modular bricks of class designation 7.5 "cement concrete flooring 1 isto 2 isto 4 1 cement isto 2 coarse sand isto 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate" "providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus 0.05 percent total coated thickness zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns using self drilling or self tapping screws complete ridges plain 500 to 600mm " "providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by engineer in charge 0.50 mm plus 0.05 percent total coated thickness with zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge. the sheet shall be fixed using self drilling or self tapping screws of size 5.5 x 55 mm with epdm seal complete upto any pitch in horizontal or vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required." providing and fixing of glass panes with putty and glazing clips in steel doors and windows all complete with 4mm thick glass panes etc. complete. supply of led tube light fittings .make c.g. or philips fixing of led tube light fittings including supply of all hardwares as required. led fitting will be supplied by contractor. make c.g. or philips supply of 48 sweep ceiling fan complete with down rod.clamp canopy etc. fixing of 48 sweep ceiling fan complete with down rod.clamp canopy etc.fan hardwares required for fixing for i.e. nut bolts clamp screws etc wiil be supplied by contractor. supply and fixing of stepped type electronic fan regulator on existing switch board. wiring for light point fan point exhaust fan point with 1.5 sqmm frls pvc insulated copper conductor single core cable in consield with modular switch modular plate suitable gi box and earthing the point with 1.5 sqmm frls pvc insulated copper conductor cable as required. supply of frls pvc insulated copper conducter single core cable of size 6 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in consield or recessed medium class pvc conduit in concield as required 2 x 6 sqmm plus 1 x 6 sqmm earth wire. all the three colours should be red blue and green supply and fixing of utility db p or s 20a dp metal plug and socket distribution board grey make anchor or havells supply and installation of three phase industrial box with 32 amp 4 pole mcb and 5 pin top plug. make neptune or reputed make supply of frls pvc insulated copper conducter single core cable of size 10 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in surface or recessed medium class pvc conduit in concield as required 4 x 10 sqmm + 1 x 10 sqmm earth wire.all the five colours should be red blue yellow black and green preparation of earth pit with supply of all materials including 3m long 3.64mm thick perforted gi tube with salt and charcol in alternate layer and brick chamber at the top with chequered plate 6mm thick as per is 3043 with latest. supply and laying 25mm x 5 mm gi strip at 0.5 meter below ground or wall including connection with electrode with db. supply of all hardware are in scope of contractor supply ans fixing of surface mounting vertical type 415 volts tpn mcb distribution board of sheet steel dust proctected duly power coated painted inclusive 200 amp tinned copper bus bar common neutral link earth bar din bar for mounting mcb with provision of 100 amp tpn mccb as incomer interconnection between incomer mccb and busbar. supply and fixing of 5 to 32 amp rating 240 or 415 volt mcb suitable as per load. supply and fixing of four pole 100 amp rating 415 volt 16 ka mccb . laying of 1.1kv grade pvc al.cable of size 2 or 3 or 3.5 or 4c 2.5 or 6 or 10 or 16 or 25 or 35 sq.mm in underground trench of 760mm deepx760mm wide in single tier formation including trench excavation and back filling with bricks 15brick or m and sand protection route marker. road or concreete or bolder cutting and finishing the road to its original shape are in the scope of the contractor. supply and fixing of street light on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply and fixing of bulk head fitting on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply installation and commissioning of exhaust fan of size 300 mm dia. this includes cutting of wall and finishing and supply of hardware like nut bolts etc. make crompton

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari market road block c and block d housing scheme and nurulla road from mahavir chauraha to karamat ki chowki near sasur khedari river and also till the connecting road - clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 201. 3 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of e-i-c. (by mechanical means). 4 i) cement concrete 5 ii) reinforced cement concrete/ r.b. 6 dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. bituminous / granular courses (by mechanical means) 7 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 8 removing all type of hume pipes and stacking within a lead of 1000 metres including t&p, earthwork and dismantling of masonry works. 9 (i) up to 600 mm dia 10 removal of telephone / electric poles / street light / lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 11 disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 12 dewatering using 10hp to 70hp diesel engine pump set including hire charges, cost of diesel, engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (hire charges for diesel pump set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m 15 removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 m 17 ii) lead upto 8000 m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. 19 mechanical means (depth upto 1.5 m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - development of carriageway 23 stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cementitious additive @ rate of minimum 5 - 7% and ccs/cs additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. the additive spreader shall have variable working width sufficient to cover whole pavement lane. the in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. the resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. the entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandem roller be followed by pneumatic tyre roller. the minimum unconfined compressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation mixes and materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drum compactor- grader- tandom roller- pneumatic tyreroller (20 tonne) 24 sami layerproviding and laying stress absorbing membrane interlayer (sami)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of claues 703-3, laid over a tack coat of paving grade bitumen 80- 100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface. 25 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (tack coat on bituminous surfaces ) 26 providing and laying 40mmthickbitumencarpete(b.c.) with 100-120 tph hot mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premixed with bitumen binder(vg-30) @ 5.40% of mix as per most specification clause. etc all comp of work. 27 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recommended proportions as per is: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cement up to 10% of the minimum specified cement content in design mix shall. be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 28 m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beam) 32 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 33 i) for grading-i material 34 plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications, pcc grade m30using batching plant transit mixer & manual placing(80 mm thickness) r & manual placingand giving broom finish. (pcc with broom finish thickness 80 mm) 35 providing and laying 75mm thick m-30 grade batch mix cement concrete and applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. these stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.after stamping, the curing shall be done as per manufactures specifications. after initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per theequirement. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.the construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (pu) polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this item which shall be paid separately.) 36 80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators made from ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. minimum 36 studs to be placed in 300x300 mm area. dimensions - 35mm outer dia x25mm inner dia, stem dia 8mmx12mm, weight - 28grm.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all complete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators made from ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mm area. dimensions-280mm l x 35mm w x 4.5mm, stem dia 8mmx12mm, weight - 250grm all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all complete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to is : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer-in-charge 40 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (dsr-11.20) 41 providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade m20 using batching plant transit mixer & manual placing all complete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 46 i) for grading-i material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramming, consolidating and dressing all complete with material (from source to site), labor and t&p etc. required for proper completion of the work. (including royalty). 48 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. (pcc) 49 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, markings and other road appurtenances 53 providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow ms tube posts/horizontal members/bracings covered with 1.63mm thick ms sheet. the sheet shall be fixed with 30x5mm ms flat by suitable welding/riveting. the panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. ms channel islc 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long ms angle 40x40x6mm bracing. suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. the barricading shall not be removed without prior approval of engineer[1]in-charge.(note :- one time payment shall be made for providing barricading from start of work till completion of work i/c shifting. the barricading provided shall remain to be the property of the contractor on completion of the work). 54 reflective raised pavement markers (cat eye/ road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-impact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4260. the reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be moulded of methyl methacrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labor, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge, 55 rpm with shank 56 solar power road marker the solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astm d4280. its color may be white, red, yellow, green or blue or combination as directed by the engineer. its water resistance shall meet the requirements of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. it shall have super bright leds so as the provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performance in the temperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all material, labor, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (m-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone grit with the proportion of (1:1.5:3)including all complete the work (morth ra-12.8 c, case-ii) 58 m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 60 m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of m.s. grill with enamul paint etc all complete work. (s.i. 15.15 new item no.) 62 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting type-ivvide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm 6mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45cm 45cm60 cm, 60 cm below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained from international/ government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should be also obtained from indian condition within 3 years of launching ofproduct by the manufacturing abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirement from a reputed laboratory in india can be accepted provisionally. in such a situation , the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numerals, and borders etc. should be as per mort&h specification 801.3.7. proof of the same in form of government reports shall be uploaded while quoting tender. 64 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 65 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 66 60 cm circular with diffinitation plate size (20cm x 60 cm) 67 80mm x 60mm rectangularwith diffinitation plate size (20cm x 60 cm) 68 60 mm x 45 mm rectangularwith diffinitationplate size (20cm x 60 cm) 69 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) 70 90 cm high octagon 71 direction and place identification signs up to 0.90 sqm size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/ client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. 72 direction and place identification signs with size more than 0.90 sqm size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. 73 providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per irc :67 74 brick masonry work in cement mortar 1:4 (1cement: 4 coarse sand) in foundation complete with cement concrete bricks procured from c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus.sor 2022 si no574 76 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mixed premium acrylic emulsion paint (company depot tinted) having volatile organic compound (voc)less than 50 gm/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or more coats applied @1.43 liter/10sqm over and including priming coat of exterior primer applied @ 0.90 liter/10 sqm) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm x 25 mm and 1.6mm thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(pcc below pipe of storm water, sewer, water, inspection chamber for storm water, telecom chamber, power chamber and sewer) 81 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (storm water, sewer) 82 600 mm dia rcc pipes 83 providing of 7- way 40mm multi ducts with solid permanently solidly lubricated silicone in inner layer for ict fiber cables conforming to astm f 2160, astm d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free from visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2mm +/-0.2mm. the inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mm) of each of the ducts excluding rib height shall be 2.9mm +/- 0.3mm. iso requirements- iso 9001, 14001, 18001, complete as per specifications and directions of engineer-in-charge. (7 way multi utility duct for ofc) 84 supply of hdpe pipe of size 110mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.110mm dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.63mm dia hdpe pipe pn-6 class pe-100 86 rcc grade m20 using batching plant transit mixer & manual placing ( side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class b125 having minimum load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class d400 having minimum load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storm water) 89 supply and fixing gully grates red 048 grh – 300 750mm d.i. gully grate & frame in d400 load class , as per bs en 124 black bitumen paint, all complete as per direction of engineer-in-charge. 90 constructing rcc rectangular type manholewith a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of m-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 95 supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 96 mixing earth and manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 100 uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 102 preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 104 providing and stacking of nauclea cadamba (kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cm in earthen pots of size 20 cm as per direction of the officer-in-charge. 106 providing and stacking of terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 107 providing and stacking of plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cm size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cm. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p complete in all respect 120 supply and fixing of led street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. confirming to ip 66 protection complete in all respect. cat: aaa 121 supply and laying of 16 sq.mm. 4 core aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 making connection of each street light by s/l 1.5 sqmm frlsh copper wire complete as per direction of engineer in charge. 125 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p completee in all respect. 126 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 127 supply and fixing for automatic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amps mcb (b - curve) complete in all respect 128 supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 130 supply and laying of 32 mm x 6 mm g.i. strip from earth electrode directly in the ground as required complete in all respect. 131 supply/ erection of surface mounted decorative pole 4500 mm long having base plate 300x300x12 mm with the bottom dia 139 mm upto 1 mtr long with the thickness of 3.6 mm and the top dia is 76 mm upto 3.5 mtr. log. decorative pole made out of galvanized iron tube with cast aluminium embellishments. the poles are painted with polyturetnane paint. the pole have service window at the bottom on the pole for housing the mcb and terminal strips and as per attached drawings. 132 s/f of single arm decorative bracket 100 mm long made of cast iron/ aluminium embellishments painted with polyturetnane paint. 133 supply of led decorative drop down light made of aluminium housing fitted with polycarbonate diffuser having 500 mm dia with 70 w. 134 supplyandlayingof aluminiumconductorpvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core 135 supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 16 sq. mm 137 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 138 supply and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqmm. 143 lt xlpe insulated cable of size 3.5x240 sqmm. 144 lt xlpe insulated cable of size 3.5x150 sqmm. 145 lt xlpe insulated cable of size 3.5x70 sqmm. 146 9 mtr long stp 147 hdpe pipe 140mm dia peb0, pn-6 148 hdpe pipe 120 mm dia peb0, pn-6 149 hdpe pipe 75 mm dia p880, pn-6 150 aluminium crimping lugs 400sqmm 151 aluminium crimping lugs 240sqmm 152 aluminium crimping lugs 150sqmm 153 aluminium crimping lugs 70sqmm 154 6 swg g.l. wire for earthing along cables. 155 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x400 sqmm. lt cable 156 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x240 sqmm. lt cable 157 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x150 sqmm. lt cable 158 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x70 sqmm. lt cable 159 main lt panel at sub station- 400 kva (type a-2)lncomer- 1 set of 800 amp. tp mccb with spreader & extended handlemetering on lncomer - 1 set of digital ammeter with ass- 1 set of digatal voltmeter with vss- 1 set of led type phase lndicating light (22.5 mm.)with control mcbsoutgoing- 6 set of 250 amp. tp mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amp. tp mccb with spreader & extended handle 160 main lt panel at sub statton- 250 kva (type a-2) lncomer- 1 no. 630 amp. tp mdo acb with inbuilt mpr release with i ontoff tnai.ating lightmetering on lncomer - 1 set of digital ammeter with ass- i set oldigital volt-meler wirh vss- 1 set of led type phase indicating light (22.5 mm.j with control mcbs outgoing - 5 set of 250 amp. tp mccb with spreader & exrended handle- 2 set of 100 amp. tp mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground system (type a,b&cj) 161 supply , installation, testing & commissioning of outdoor type feeder pillar panetto be made of 2 mm crca sheet and covers will be j.6mm crca sheet dulypowder coated paint with 300 amps al. busbar. (type-b2)lncomer - 250 amp. tp mccb - 1 no.outgoing - 63 amp. tp mccb - 5 nos.lnstallation of lt distribution boards forlt underground system (type-a, b & c) 162 outdoor type feeder pillar panel to be made of 2 mm crca sheet and covers will be 1.6mm crca sheet duly powder coated paint with 300 amps al. busbar. [type-b3] incomer - 100 amp. tp mccb - 1 no. outgoing - 63 amp. tp mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground system [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mm with bus bar 100 amp. tpn to feed upto 10 houses (type c) 164 xlpe lt service armoured cable for single phase,2x6 sq. mm.(pvc armoured consumer service cablel 165 xlpe lt service armoured cable for single phase,2x10 sq. mm.(pvc armoured consumer service cablej 166 xlpe lt service armoured cable for three phase,4x10 sq. mm.[pvc armoured consumer service cablel 167 xlpe lt service armoured cable for three phase,4x1.6 sq. mm.(pvc armoured consumer service cablel 168 xlpe lt service armoured cable for three phase,4x25 sq. mm.(pvc armou[ed consumer service cable) 169 pvc pipe 32 mm dia 170 pvc pipe 50 mm dia 171 electronic kwh meter 1px2w with box. for single phase consumer 172 electronic kwh meter 3px4w static meter with box.for three phase consumer 173 carriage , laying of 3.5cx400 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 140 mm dia. 174 carriage, laying of 3.5cx150/240 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 1.20 mm dia. 175 carriage ,laying of 3.5cx70 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 75mm dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr alluminum paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismentling charges 22% of materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mm xlpe 181 stp 11m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mm 184 hdpe pipe 160 mm dia pe 80, pn-6 185 service clamp o/s 186 clamp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mm xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mm xlpe s/t 189 earthing complete. 190 m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mm with clamp 192 stone pad 193 number plates with clamp 194 danger board & clamp with bolts & nuts 195 stay complete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mm size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mm. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismentling charges 22% of materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mm. xlpe 33 kv 204 stp 11m-is 410 sp-55 205 g.l pipe 6 dia 206 m.s.top channel 100x50x2240 mm 207 hdpe pipe 200 mm dia pe 80, pn-6 208 service clamp o/s 209 clamp for fixing pipe to pole 210 bracing angle 65x65x6x4300 mm with clamp 211 33 kv cable jointing kit 3x300 se mm outdoor 212 33 kv cable jointing kit 3x300 se mm straight through 213 earthing of pole by ms earthing rod of 2ox25o0 mm & 6 swg earthr.ng wire etc. 214 m.s. nut & bolt with washer 215 number plates with clamp 216 danger board & clamp with bolts & nuts 217 stay complete (stay rod 15x1800mm, stay wire 5 kg,, stay clamp, boult & nut rvith grouting 218 daner bqard barbed wire includin jumpering 219 carriage , layrng of 3x300 sq.mm size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mm. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismentling charges 22% of materials cost 224 installation of 250 kva transformer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformer 225 stp 11m-is 410 sp-55 226 ms channel 100x50x2240 mm 227 service clamp for round pole 228 m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so m 230 ltxlpe insulated,unarmoured aluminium singlc corc cable,1x240sq. mm.sizc 231 lt xlpe insulatcd,unarmoured aluminium singlc core cablc,1x400 sq. mm.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod complet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmo 236 d.d. wire 70 qs mm 237 250 kva t/f 238 l.t. cubical b0x complete 239 l,t. cable 3.50x240 sq mm 240 stay set complete, 241 aluminimum lug 70 sqmm 242 aluminimum lug 240 sqmm 243 aluminimum lug 400 sqmm 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismentaling of existing t/f 247 dismentling and cartage from site to store charges 7% (other misclenous charges)

Central Government/Public Sector

TRN :48280497 | 17 May, 2025

Tender Value : 4.14 Crore

Leh - Ladakh

Tender for tender for provision of central mi room at nimu(job no 01/nimu stn/amwp/2023-24); 1 lump sum price worked out by the contractor for building worksas listed in schedule ‘a’ part-i representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 43 2 lump sum price worked out by the contractor for (site clearance, excavation & earth work)as listed in schedule ‘a’ part-ii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 44 3 lump sum price worked out by the contractor for (internal electrification)as listed in schedule ‘a’ part-iii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 50 4 lump sum price worked out by the contractor for (internal water supply)as listed in schedule ‘a’ part-iv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 52 5 lump sum price worked out by the contractor for (road, path & hardstanding)as listed in schedule ‘a’ part-v representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 54 6 lump sum price worked out by the contractor for (sewage disposal)as listed in schedule ‘a’ part-vi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 55 7 lump sum price worked out by the contractor for (area drainage)as listed in schedule ‘a’ part-vii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 56 8 lump sum price worked out by the contractor for (shed for dg set)as listed in schedule ‘a’ part-viii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 58 9 lump sum price worked out by the contractor for (hot water supply)as listed in schedule ‘a’ part-ix representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 59 10 lump sum price worked out by the contractor for (external electrification)as listed in schedule ‘a’ part-x representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 65 11 lump sum price worked out by the contractor for (external water suplay)as listed in schedule ‘a’ part-xi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 66 12 sch a part - xii (misc b/r & e/m items) (refer boq)note: this schedule is not pre-priced by mes and the rate indicated as rs 0.00 under col 5 signifies this fact only 13 internal electrifications&f double door three phase prewired distribution board vertical db vtpn 8 way with acrylic door made out of crca sheets 1.6 mm thick,phosphatised powder coated with copper bus bar 200 amps, 415 v,ip 43/ik09, earth stud, din rail, polymide terminal blocks for incoming and outgoing circuits, inbuilt loose wire box ,ground terminal blocks ,duly prewired with thimbled flame retardant copper conductors and poly layer for protection in and includingmccb4 pole 63 amp rating repturing capacity 16 ka.(note:- single phase mcbs are to be measured and paid for seperately) 14 s&f led building security light, pressure die cast aluminum housing, 20/25 watts capacity, 240v, ip 65 class, with suitable in-built electronic driver complete incld. fixed on a bracket made out of 1.5 mtr long med grade gi pipe 40 mm dia bend to shape as directed fitted on wall at a height not less than 5 mtr from groundwith ms clamp, nuts and bolts and washers as required at site and incld. connecting luminarie to the nearest ceiling rose/junction box with 1.5 sqmm pvc insulated 3 core wire complete all as directed and specified by engr-in-charge.note - cost of all minor spares and jobs required for fixing of light fixture on wall and for electrical connections are deemed to be included in the quoted rate. 15 s&f new wall mounted fan of approved make and type complete all as specified and as directed. 16 s&f tv co-axial socket 1 module, complete all as specified and as directed. 17 s&f single pole and neutral enclosure with a two pin and earth plug and socket complete with one double pole mcb 20 amps 18 internal water supplys&f single piece vitreous china wash down water closet pan pedestal pattern white, with seat white closed pattern with flat bottom and cover mild steel chromium plated or aluminized hinging deviced including flushing system , pipe and joint etc and connection to drain, flushing, pipe, anti-syphonage pipe, and fixing arrangements with fixing bolts etc including making good the disturbed portion of floor in cement concrete 1:2:4 type b-0, as in repairs complete all as spd & directed complete all as specified and directed by engr-in charge.. 19 s&f cp grating including jointing to waste pipe fixed in cement concrete type b-1 (1:2:4) dia of outlet is 100 mm complete all as specified and directed by engr-in charge. 20 s&f hand shower (health faucet ) with 8mm dia and 1 meter long cp flexible tube and wall hookcomplete all as specified make: cera, jaquar , marc & hindware as per sample and directed by engr -in charge 21 s&f soap dish (s/s), any type, fixed to plugs with chromium plated brass screws, all as specified and directed by engr-in charge. 22 road, path & hard standingm&l for wet mix macadam (wmm) for 150mm thick (compacted thickness) laid in two layers of 75mm each grading as per table 400-13 of morth (ministry of road transport & highways) specification of road and bridge works 2013. manufactured in wmm plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 kn static weight and conslidating required gradient and camber. the finished surface tolerance to be as per table 900-1 of morth specification for road and bridge works 2013 complete all as specified and directed by engr-in-charge. 23 m&l for applying thermoplastic paint marking 2.5mm thick centerline ,stop line,dashes,arrows etc and n exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint ofapproved colour confirming to bs 3262-1989 with special applicater machine all as per manufacturers instructionof any colour on road surfaceincluding cleaning with gunny bags removing all loose dirt/dust complete all as specified and directed. 24 m&l for rcc septic tank designed to carry sewage and sullage water, excavation in any type of soil, pcc 1:4:8 below foundation, rcc m-30 design mix in walls , base slab , baffle walls and roof slab including beams etc with vent shaft , manhole openings with cover connection etc, complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users. 25 m&l for soakage wells excavation, in any type of soil, foundation in pcc 1:3:6, walls of honey combed masonry with top ring of m25 concrete including intercepting chamber and screen chamber made of brick masonary in cm, rcc cover slab in m25/ sfrc cover, interconnecting pipes of rcc/dwc complete filled with brick bats of size 3m dia and 3 m depth. 26 s&f pvc junction boxes ip 65 protection of size 0.200 x 0.250 x 0.155 m complete with 1 nos mcb sp 2.5 amp & 4 way industrial connector including clamp made out of ms flat 30x5mm connection from junction box to street light fitting with three single core pvc insulated, pvc sheathed wire 2.5 sqmm copper & pvc conduit 20 mm dia complete all as specified and directed by engr-in-charge. 27 excavation in trenches by cutting of road crossing/pcc hard standing, under boundary wallfor laying of pipe/cable including making good the existing surface with same finish to match the original finish complete all as specified and directed by engr-in-charge. 28 s&fht/lt ms cable route indicator 4 dia fixed with two nos of nut, bolt and washers and provision of pcc 1 : 4 : 8 type d-2 using 40 mm grade stone aggregate of not less than 0.018 cum in each at base buried under the groundincl necessary earth work complete all as specified and directed by engr-in-charge. 29 supply, installation, testing and commissinoning lt panel board suitable for working on 3 phase ,4 wire ,415 volts, ac ,50hz indoortype, cubicle, floor mounted, free standing, dust and vermin proof, air ventilation factory fabricated made out of 2 mm thick crca sheetduly powder coated and shall be cpri approved and as approved by ge. the panel shall have front and rear opening, locking arrangement, cable alleys, bus bar chamber and switch gear compartment, hinged door with rubber gasket, bottom cable entry holes for incoming and out going cables, earthing terminals, affix danger notice plate, glands, copper bus bar duly covered with heat shrink sleeves colour coaded duly fixed ondmc/smc insulators, housed in a separate bus bar chamber and control wiring with copper conductor cables of adequate size and length, incoming and outgoing mccbs shall have extended bus bar links and mounted on 50x50x5mm sizems angle iron frame duly painted including pcc 1:2:4 type b1 (using 20 mm graded stone aggregate ) in foundation design subject to approved of age (i) nimu to sent the site requirementcomplete all as specified and directed including comprising of following :- 30 (a) mccb 400 amps, fp, 36 ka, 415 volts, 50hz - 01 no (i/c)(b) mccb 200 amps, fp, 25 ka, 415 volts, 50hz - 02 no ( chs)(c) mccb 125 amps, fp, 18 ka, 415 volts, 50hz - 04 nos (apfc, tpn db -02, spare )(d) mcb spn 40 amps, 10 ka, 220 volts, 50hz - 03 nos (garage,street light, spare-1)(e) on load chengeover 630 amps 4 pole -01 no (f)digital voltmeter, with vss - 01set(g) digital ammeter, with cts & ass - 01 set(h) led phase indication lamps ryb - 01 set(j)single phase rotary automatic light controller nature switch with voltage range 120-440v,ac,20 amps,ip-65,50hz-01 nos(k) copper bus bar tpn 600 amps rating - 01 set 31 labour for boring underground upto 100 mm bore for road crossing 3 mtr to 10 mtr not exceeding 1.5 mtr in depth for laying of electric cable and gi tubing in soft/loose soil complete all as specified. 32 m&lfor cutting existing gi pipes and insertion of new tee branches of suitable size to take branch connection of 50mm dia pp-r.note : suitable size of tee branch is deemed to be included in the quoted rate. 33 construction of stone masonary valve pit chamber of size 90cm x 90 cm x 90 cm (internal dimension) including all necessary excavation and earthwork in hard / dense soil and disposal of surplus soil to a distance not exceeding 50 meters & deposting the same as directed includingpcc in foundation of the mixture (1:4:8) d-2 stone masonary in cement motor 1:4 rendering 15mm thick in cement mortar 1:4 internally finished even and fair and pointing flush externally as the work proceeds in the same mortar as of stone masonary including mild steelframe (made out ofangle in 40x40x6mm) ms steel cover 3.15 mm thick with handle and locking arrangement with ginges angle iron flat as requiredat site including painting of all posed ms work with two coat of synthetic enamel paint over a coat of red oxide primer and painting all the steel surfaces embedded in pcc with two coats of black bituminuos paint andall other relevant work complete . 34 m&l for providing tracer/anti freezing cable required to keep the pipe warm upto avoiding freezing all as specified including electrical wiring cable for connection of suitable size 35 (central heating system)electric hot water generator : supply, installation, testing and commissioning ofpackage type electric hot water generator constructed out of ms sheet having top open-able cover for easy access and removal of heaters. the hwg shall be suitable for indoor mounting. the generator shall be provided with 50mm thick fibre glass insulation 32 kg density finished with 0.8mm / 22g aluminium cladding sheet. the generator shall have electrical capacity of 50 kw. the heater shall be electrical resistance type, copper tube with chromium plating. the generator shall be complete with float valve, pressure gauge with ball valve, master and bank thermostats, etc. the generator shall be suitable for 3 phase, 415+ 10% volts, 50 hz. ac supply. the generator shall complete with self-contained incoming isolation, ammeter, voltmeter, contactors for heater banks in three steps complete with manual/auto rotary switches. 36 notes:- (i) allneccassary accessories required for the proper fucntioning of hot water genearator are included in price.(ii) the prices should include lifting, shifting and positioning of units at site.(iii) hot water genearator installation to done as per manufacturer recommendation with all installation requirements i.e foundation, vibration isolator,insulationetc as recommended by manufacturer for the ambient temperature of site. odu installation is included in odu price which includes the civil struture, mechanical structureetc as recommended bymanufacturer.(iv) the contractor/oem will shall submit the hot water generator capacity/burner capacity conforming to relevant is code(v) oem should submit the installation and maintenance schedule/ manual for the boiler. 37 glycol circulation centrifugal pumps: supply, installation, testing & commissioning of pn16 ratedaxial split coupled vertical inline water pump set with ci casing, bronze impeller, ss shaft and externally flushed outside type balanced mechanical seal and non overloading motor, as per specifications and drawings. with suitable hp, tefc squirrel cage induction motor with ie3 type class f insulation, motor shall be rating of ip 55, operating on 415 ±10% volts, 3 phase, 50hz ac supply. the external flush line must be used for the purpose of heat dissipation from the mechanical seal.pumps with performance characteristics as given below:the internal components of pumps including mechanical seal shall be suitable to sustain a fluid temperature of -25 degree celcius to 120 degree celcius. vendor shall be provide antivibration arrangement for pumps . 38 the scope also shall include following below mentioned:(i) electrical by pass starter for pump setas recommended by oem. (ii) 25 mm thick polyviny nitrile rubber insulation duly cladded between aluminium sheets of 0.5mm thickness and properly clamped to pump.(iii) pressure gauges 150 mm dia -03 nos (iv) mounting frame with antivibration pads (in case pumps are inline, anti vibration system shall be as per manufacturers recommendation) (v) rcc/cement concrete foundation for the pump unit. (in case pumps are inline, foundation shall be as per manufacturers recommendation).pump capacity are as under:capacityand pump headnot less than flow 25 usgpm , head 20 mtr (refernce model no. : armstrong : series 4300 - 40-150 - 2p - 1.5 kw) each including the triple duty valve and end suction guide. 39 expansion tank and pressurisation unit:supply, installation, testing and commissioning of insulated pressurised closed water expansion tank suitable for total volume ofglycol - water solution, circuit along with necessary accessories such as along with necessary accessories such as 2 nos pumps (1working +1standby) with pressure transmitter andinterconnecting pipe & isolating valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc.with pressure transmitter andinterconnecting pipe & isolating valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc. the tank shall be pre-charged. expansion tank shall be with replaceable heavy duty butyl rubber bladder. the tankconnections should be as per oem recommendationsand 20 mm drain and charging valve connection to facilitate the on site charging of nitrogen in the tank.the tank shall be fitted with lifting rings and a floor mounting skirt for vertical installation. the tank must be constructed in accordance with is-standard 2825-1969 (withlates revision)and rated at pn 16 . the complete system shall be sourced from single manufacturer and supplied and installed with all accessories and safety fixtures required for proper functioning of the complete hydronic system.the tank shall be duly painted in approved colour shall be complete with pressure switches and power distribution and control panelip55 control panel, pressure transmitter, interconnecting piping & wiring. (tank capacity 500 ltrs). hot glycol - water closed vessel pressurized expansion tank as described above shall be duly insulated with 50 mm thick puf/nitrile rubber insulating material or equivalent u valueinsulating material and cladded with aluminium sheet (20g). electrical by pass starter for pump setas recommended by oem. 40 expansion tank of 500 lts capacity 41 pressurization unit: for pump set -03 nos with control panel and accessories. 42 make up tank: supply, installation, testing and commissioning of factory made make up water tank, rectangular/circular shape, of 4 mm thick ms sheet (is 2062), of capacity of 550 litres complete with inlet, outlet, overflow, drain pipe of ms and vent with flame arrestor. tank will be provided with supports made out of minimum 50mm angle iron duly painted, to keep tank base at minimum (1000mm) above ffl. service platform shall be provided as per recommendations of oem. the tank shall be provided with remote indication of levels provided level switches for on-off operation of tranfer pump. extra high level and extra low level alarm shall be provided. tank and structure shall be painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.make up water tank as describedabove should beduly insulated with 50 mm thick puf/nitrile rubber insulating material and cladded with aluminium sheet (20g). 43 supply, installation, testing and commissioning ofsteel plate radiator( wall mounted) confirming en- 442 , working pressurerange from 10-13 bar having workinh temparture of 110°c, complete with top grill side cover as standard along with inlet ,outlet valve, air purge valve andwith threaded plug, flow regulator as per oem.the below desired capacity should be calculated at altitude of 3600 mts above sea level. capacity calculation sheet to be provided to engineer in charge. the below mentioned capacity is at inlet temp: 75 degree celcius , outlet temp: 65 degree celcius. referemcwe model series. 44 1.5 kw, type: 33- dkek, length is 1000 mm and height is 600 mm of radiator. 45 2.5 kw, type: 33- dkek, length is 1000 mm and height is 600 mm of radiator. 46 3.5 kw,type: 33- dkek, length is 1600 mm and height is 600 mm of radiator. 47 5 kw,type: 33- dkek, length is 1600 mm and height is 900 mm of radiator. 48 5 kw,type: 33- dkek, length is 2000 mm and height is 600 mm of radiator 49 m & l for pre-insulated ms pipe,class c havingminimum thicknes of puf insulation as mentioned below and of density 36 kg/cum and 26 gauge al cladding complete suitable for above ground as per sizes shown.the pipes should be insulated with closed cell puf of density 36±2 kg/cum of below mentioned thickness. the pipe should be workable in the temp. range of-50 degree celciusto120 degreec celcius. note:-the pipes size 150mm & below shall be m.s. ‘c’ class as per is : 1239 50 80 mm with 36 mm puf thicknes and 26 gauge al cladding. 51 50 mm with 36 mm puf thicknes and 26 gauge al cladding. 52 50 mm with 36 mm puf thicknes and 26 gauge al cladding. 53 40 mm with 36 mm puf thicknes and 26 gauge al cladding. 54 20 mm with 36 mm puf thicknes and 26 gauge al cladding. 55 buried under ground/exposed to ambient:80 mm with 50 mm puf thicknes and hdpe cladding, 26 gauge al cladding. 56 cabel tray :-supplying and installing following size of perforated painted with powder coating m.s. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling/ground/wall with m.s. suspenders as per is code including bolts & nuts, painting suspenders etc. as required of size 150 mm width x 50 mm depth x 1.6 mm thickness 57 supplying, fixing, testing and commissioning of following diameter valves (pn-16 rating) (complete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), strainers (complete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), gauges etc for condenser water circulation as per specifications. insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified. butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, complete with fittings, nuts, bolts & gaskets.butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, complete with fittings, nuts, bolts & gaskets. 58 80 mm dia butterfly valve 59 65 mm dia butterfly valve 60 50 mm dia butterfly valve 61 supplying, fixing, testing and commissioning of y-strainer (insulated valves) of ductile ci body flanged ends with stainless steel strainer forhot water circulation including insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified of size 50 mm dia y strainer. 62 supplying, fixing, testing and commissioning of non - return valve (insulated valves) with duel plate of ci body ss plates vulcanized nbr seal flanged end & pn 16 pressure rating forhot water circulation includinginsulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as sepcified of size 50 mm dia nrv. 63 supplying, fixing, testing and commissioning of automatic air purge valves forhot water circulation headeras specified of size automtic air purge valve 20 mm dia. 64 supplying, fixing, testing and commissioning of air separator compleate allas specified of size 50 mm dia. 65 supplying, fixing, testing and commissioning of water pressure gauge (100 mm dia) bourdon type with brass ball valve of 3/8 dia and ss tubing, socket.range (0-50) / (0-100) as required by engineer in charge. 66 supplying, fixing, testing and commissioning of mercury in glass industrial thermometer in ss-304 casing with 0.5 c least count, range 0-50 c. brass oil filled thermowell of 1/2 size as required by engineer in charge. 67 electrical distribution panel supply, installation, commissioning and testing of factory made, chs plant, indoor type made out of crca sheet 2 mm thick, frame factory fabricated with front and back openable double door with locking arrangement, with ms angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 phase4 wire, 415 volts, 50 hz, ac supply system, floor mounted and grounting the legs of panel in pcc foundation 1:4:8 complete as all directed suitable for and including the following :- 68 incomers(i) bus bar tpn al extensible type main bus bars of minimum of 600 a capacity (as per capacity of corresponding incoming / bus couplers) , and auxilliary bus bars ofsuitable capacity with heat shrunk coloured sleeves and i/c smc bus bars supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of50ka .(ii)mccb 400 amps, 415 volt, 36 ka, 4 pole,microprocessor release- 01 no for incoming (extended rotary operating handle, phase spreader links and phase barriers ) make: legrand/schenider/simensoutgoings(i) 3nos- 125a ,25 ka tpnmccb/acbwith microprocessor release (3# hot water generator)(ii) mcb 10 amp,tpn,10ka, c curve - 06, 3 nos for pumps , 2 nos for pumps ,01 nos for glycol transfer pump(iii) led phase indication lamps (01 set) with 2amp back up mcb,breaker on/off indicating light with 2a mcb, test terminal block set, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required. - 2 set (iv) digital ammeter with in built ass,metering c.t.scast resin type, 15va, and accuracy class-1of 800/5a for measuring current in each phase - 01 set.(v) all accessories prewired with appropriate size copper strip or wire and thimbles etc. all as required including foundations as per manufacturers recommendations all as directed by engnr-in-charge.note : contractor will submit the drawing for approval of panel to ge before execution. 69 lt cables : supply & laying/ fixing of following size xlpe insulated and pvc sheathed copper conductor armoured cable/unarmoured as required of 1.1 kv grade complete as require (isi marked) (in ground/in pipe/in duct/on surface/on cable tray) 70 3.5 core x 70 sq.mm. (electric hot water generator) 71 4.0 core x 10 sq.mm. (pump) and (pressurization unit) 72 2 core x 10 sq.mm. (pump) 73 2 core x 6 sq.mm (pressurization unit) 74 earthing complete with copperearth plate electrode of size 60cm x 60cm x 6mm buried directly in ground vertically at a depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers etc and connected to and including copper strip of size 32x6 mm up to 7.5 mtr by means of bolts, nuts, check nuts and washers made of brass and protected by light grade 40mm dia upto 7.5 mtr long gi pipe connected to main controlboard and gi pipe light grade 20mm bore for watering and including funnel, wire mesh, rcc pit cover 50mm thick and pcc chamber pit with pcc 1:2:4 type c2 (including excavation and earth work disposal of surplus soil to a distance not exceeding 50 metre) and testing making test point and testing after completion all as specified and shown on plate no 3 of ssr part-i 2009 complete all as specified & directed by engr-in-charge 75 s&f rubber matting conforming to is-15652-2006 complete as required. of size2m x 1m x 25 mm 76 glycol - water solutionsupplying of ethylene glycol concentrate along with the necessary additives and inhibitor in cognition in sealed barrels complete all as directed.note;- (i) the glycol concentrate shall be mixed with potable water supplied by contractor and filled in central heating system pipe line after proper leak test of entire circuit. the glycol water mixture ratio shall be 45 : 55 and freezing temperature shall be - 45 degree celcius (ii) first charge of glycol is included in the quoted rate. first charge include charge in chs pipe linestorage tank. (glycol 45 % ,water 55 %) 77 for chs 78 supply of gycol for running of plant for 12 months 79 glycol circulating pump: supply, erection, testing and commissioning oftransfer pumps for the capacity of 5 lpm 5 meter head for glycol fluidtransfer with base frame foundation, bolts coupling coupling guard,tefc, (oem design hp for the required flowand head ) andother accessories for proper function of the pump. 80 oxygen gas manhold : supply , installation , testing and commission 4+4 oxygen manifold with middle frame, tail pipe, nrv and essab make 10x14 regulator complete all as specified and directed by engr in charge . 81 supply , installation , testing and commission 3 cylinder emergency inlet for oxygen complete all as specified and directed by engr in charge . 82 supply , installation , testing and commission automatic control panel with analog display 02 for oxygen complete all as specified and directed by engr in charge. 83 s&f of copper tubing of size 15 mm od, en -13348 grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by engr in charge. 84 s&f of copper tubing of size 12 mm od, en -13348 grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by engr in charge. 85 s&f bs type gas outle with probe for oxygen for medical compleate all as specified and directed by engr in charge 86 s&f 1/2 brass ball valve with end fittings including all fittings for medical usecomplete all as specified and directed by engr in charge. 87 s&f bpc flow meter (0-15 lpm) including humidfire bottle complete all as specified and directed by engr in charge . 88 s&f 3/8 brass ball valveincluding all fittings for complete all as specified and directed by engr in charge. 89 stand by dg set : supply,install, test and commissioning of silent diesel engine generating set 415 volts, 3 phase, 4 wireengine as per is08528 conforming to cpcb norms iv, and alternator as per is08528 of capacity 400 kva at ntp with control panel having meters, sound proof canopy etc with foundation (as per oem design) including all accessories as per manufactures standard and as per the details given below and independent relay panel for automatic on mains failure:- ac generator should be suitable for ambient conditions at nimu leh area. 90 (a) alternator : standard design alternator rated at 400 kva (320kw)net output at power factor 0.8, ac, 3 phase 4 wire, 415 v, 50 cycles/second, 1500 rpm self excited, self regulated, screen protected, drip proof ip 23 enclosure, brush less design, voltage regulation ± 2.5 % rated voltage from no load to full load and frequency regulation within ± 1.5 % tolerence. (b)diesel engine : vertical diesel engine of suitable capacity, water cooled, closed circuit as per bs-649 or is-1002 direct injection type turbo charged, electric starting system having rated speed 1500 rpm. the dg set shall be capable for running with 10% over loading for 01 hour in every 12 hours as perbs-5514/bs-649. engine shall be multi cylinder, multi stroke, direct injection andequipped with all standard fitting as per manufactures recommendations and mounted on common base frame with following specifications.(a) fly wheel with housing (i) common base frame of sturdy design suitable for anti vibration mounting and permanent concrete foundation for mounting engine and alternator as per manufacturers instructions (b) cooling system (i) radiator with fan & belts & guard, rubber hoses and thermostat. (ii) cooling water pump centrifugal type . 91 (c) governer : electronic governer (d) electric starting system : electric self starter , 24 volts dc(12 volt, 150 ah battery 2 nos)charging alternatoraspermanufacturers design,copper leads with lugs of adequate size complete with initial charging of maintenance free battery 2x12 volt 150 ah capacity. (e) generator monitoring panel : comprising of following :- (i) microprocessor based genset controller for metering, monitoring, governing and protection. (ii) engine protection for low lub oil pressure, high coolant temperature (alarm & shutdown) (iii) alternator protection parameters like under voltage, over current, under frequency, over frequency (alarm & shut down) (f) accessories:avm pads built or separately mounted to manufacturer base frames. (g) coupling arrangements: fixed coupling, flywheel to suit fixed coupling and fly wheel housing.(h) exhaust system : should have equipped with emission control device as per latest govt norms. silencer complete with exhaust pipe of suitable size upto and out side the building all covered with asbestos rope of suitable size all as specified and as directed.(j) fuel tank: daily service fuel tank of capacity suitable for 8 hours continuous operation made out of 3 mm thick (heat retardant) sheet with indicating gauge, built inside the acoustic enclosures or as per manufacturers design 92 (c)acoustic enclosure : all as per cpcb norms iv and oem of dg sets design.(d)amf panel : supply, install, testing and commissioning of amf panel outdoor type, cubical body,dust and vermin proofmade up of crca sheet painted with two coats of synthetic enamelled paint over a coat of red oxide primer confirming to ip 45 with front and rear opening with louvers andmounted on floor with pcc pedestal pillars with a clearance of atleast 0.3 m above ground level with glands sockets etc with provision of cable entry from bottom all pre wired and connected complete with following accessories:-(i) microprocessor based panel -01 no(ii) power contactor heavy duty suitable for generator and mains (iii) over load relay for genset (iv) suitable rating isolating switch mccb for both dg & main supply.(v) multi functioning meter to indicate voltage, current, frequency, p f, kw & kwh etc (vi) emergency stop push button.(vii)set of indicaters : - (a)low lube oil pressure (b) dg set over load(viii) push button to start, stop (ix) mode selector switch i.e auto/manual/test/ off.(x) set of instrument fuse (xi)set of aluminium bus bar of 600 amps capacity 3 ph, 4 wire system (xii) automatic battery charging unit with dc voltmeter, ammeter and selector switch for trickle/ boost charging.(xiii) by pass arrangement of main supply when amf circuit fail due to any fault with provision of suitable rating change overs and switches. 93 the following items are deemed to be included in the rate quoted for all dg sets:- (i) dhpp for testing purpose shall be supplied by the contractor without any extra cost to department. (ii)the contractor shall arrange for artificial load (water load/electrical load) for testing for final testing of dg set at site and the cost is deemed to be including in above offer. (iii) testing of sound level should carried out at the site in presence of engineer-in-charge(iv) one set of latest spare part catalogue with price, exploded view of parts and users manual are deemed to be included in the quoted rate.(v) all civil works including foundation for dgset as per manufacturers drawing/ specification, foundation for amf panel shall deemed to be included in the quoted rate.(vi) the rate quoted is deemed to be included for initial filling of radiator coolant and lubricating oil upto level.

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