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List of latest earth-pit Tenders in Indian Tenders. Click on any earth-pit Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for earth-pit Tenders.

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corporations/Associations/Others

TRN :49029467 | 14 May, 2025

Tender Value : 9.40 Lacs

Kolkata - West Bengal

Tender for tender for execution of residual works of keiip for catch pits, manhole cover and house connection at bandipur road, dakhin ananda pally, niranjan pally and its surrounding under borough-xi, in ward no.113.

State Government

TRN :49029514 | 16 May, 2025

Tender Value : 54.50 Lacs

Jhansi - Uttar Pradesh

Tender for tender for work of installing tin shed in narsingh bhagwan temple premises in nagar panchayat katera - excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special t&p such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. s.i no - 252.ch.4 2 cement concrete with 4cmgauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.pcc si no.281.ch-5. 3 r.c.c work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in footing excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 b w.g.g.i. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & t&p etc required for proper completion of the work. binding wire cost being included in the item 287 -1st.ch-5. 4 rcc work with cement approved coarse sand, and 2cm (3/4) gauge, approved stone ballast in the proportion 1:1.5:3 in column, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.i. binding wire, an including necessary cantering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost.si no.288-1st.ch-5. 5 brick work with non modular fly ash lime bricks (falg bricks) conforming to is:12894, class designation 10 average compressive strength in foundation cement mortar 1:6 (1 cement : 6 coarse sand) as per sor s.i. no. dsr 6.34.ch-6. 6 r.c.c work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in plinth beam/lighter beam excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 b w.g.g.i. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & t&p etc required for proper completion of the work. binding wire cost being included in the item no-285 1st.ch-5. 7 brick work with non modular fly ash lime bricks (falg bricks) conforming to is:12894, class designation 10 average compressive strength in super structure cement mortar 1:4 (1 cement : 4 coarse sand) as per sor s.i. no. dsr 6.34.ch-6. 8 earth work in cutting or in filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm(8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by engineer-in-charge. s.i. no.253.ch-4. 9 mild steel or iron work in plain work such as reinforced concrete/brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured.si. no. 504 10 15 mm thick plaster on rough side brick work minimum thickness not less than 10 mm with cement mortar in proportion of 1:6 cement and fine sand of 1.25 fineness modulus including supply of all materials, labour and tools and plants etc required for proper completion of the work.si no.17.59(3) 11 providing and applying plaster of paris putty of 2 mm thickness over plasterod surfaco to prepare the surface even and smooth complete. s.i. no. new item ref. dar-13.26. ch.-15. 12 finishing walls with water proof cement paint of approved makeand quality on new work with three coats to give an even shade including supply of all materials labour, tools and plants etc. required for proper completion of work.si no.660+661 13 kota stone slab 20 mm thick in kitchen slab over 20 mm thick base of 1:4 cement morter laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab s.i no 14.43 (a), ch-14. 14 for teen shed and godown-

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.

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)

Central Government/Public Sector

TRN :34437057 | 10 May, 2025

Tender Value : 17.76 Lacs

Shahdol - Madhya Pradesh

Tender for installation of 84 nos earth pits 06 nos of 33kv lightening arrestors for power transformers 12 nos of 3.3kv lightening arrestors for 3.3kv overhead line ab switches for 3.3kv overhead line and guarding of 3.3kv overhead line at bangwar ug mine of

Central Government/Public Sector

TRN :34405087 | 12 May, 2025

Tender Value : 0

Pondicherry - Puducherry

Tender for gem bids for copper plate, copper strip, copper bare wire single core, copper rod or lightning arrestor, copper clad earthing rods, pvc insulated multi strand copper cable for la, pvc pipe for earth pits, common salt, charcoal, dc power cable, ac power cable, extension boards, aluminium ladder a type, ceramic insulator, inspection chamber concrete box, earth distribution plate, brazing all joint with copper for earthing

Central Government/Public Sector

TRN :48475497 | 17 May, 2025

Tender Value : 37.70 Crore

Jaipur - Rajasthan

Tender for tender for provision of klp (ph-ii of two phases) for engr regt at jaipur mil stn; 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 2 lump sum price worked out by the contractor for internal water supply as listed in schedule ‘a’ part-ii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 3 lump sum price worked out by the contractor for internal electrificationas listed in schedule ‘a’ part-iii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 4 lump sum price worked out by the contractor for road, path and culvertas listed in schedule ‘a’ part-iv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 5 lump sum price worked out by the contractor for sewage disposalas listed in schedule ‘a’ part-v representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 6 lump sum price worked out by the contractor for area drainage as listed in schedule ‘a’ part-vi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 7 lump sum price worked out by the contractor for rain water harwestingas listed in schedule ‘a’ part-vii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 8 lump sum price worked out by the contractor for external water supplyas listed in schedule ‘a’ part-viii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 9 lump sum price worked out by the contractor for external electrificationas listed in schedule ‘a’ part-ix representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 10 lump sum price worked out by the contractor for parade ground of size 137 m x 91 m, footbal/hockey 02 nos, basketball courts 02 nos, volley ball courts 02 nos, hardstanding & badminton court 01 noas listed in schedule ‘a’ part-x representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 11 lump sum price worked out by the contractor for compound wall, chain link fencing and gate 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 12 lump sum price worked out by the contractor for hot water supplyas listed in schedule ‘a’ part-xii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 13 lump sum price worked out by the contractor for refrigeration and cold water supplyas listed in schedule ‘a’ part-xiii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 14 lump sum price worked out by the contractor for site clearance, site developmentand earth workas listed in schedule ‘a’ part-xiv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 15 lump sum price worked out by the contractor for addn/altn of existing buildings & structures (b/r)as listed in schedule ‘a’ part-xv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 16 lump sum price worked out by the contractor for addn/altn of existing buildings & structures (e/m)as listed in schedule ‘a’ part-xvi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 17 lump sum price worked out by the contractor for demolition of buildings & shedsas listed in schedule ‘a’ part-xvii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 18 sch a part-xviii misc items (to be quoted by contractor) notes:(i) this schedule is not pre-priced by mes and the pre-priced rate indicated as rs 0.00 under column 5 signifies this fact only. (ii) excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under sch a part-xiv (site clearance, site developmentand earth work schedule). 19 pop ealse ceiling for sch a part i building work (officers mess & adm block)m&lforpop false ceilingof approveddesignconsisting of 10mm thick plaster of paris ceiling (gyspsum anhydrous) board including gi frame work for 12mm seamless ceiling comprising of gi perimeter channel of 0.55 mm thick with two unequal flange of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre intermediate channel 0.5 mm thick having two equal flanges of 15mm each and web of 45mm suspended from soffit at approx 900 mm centre to centre with gi cleat and tee, expansion fasteners with and including ceiling section (not exc 1.2m length)of 0.55mm thickness having curved web of 50mm and flange of 26mm each with clips of 10.5mm fixed to intermediate channel with connectingclips across the intermediate channel of 457 mm centre to centre complete. 20 internal water supply (sch a part-ii) s & f 15mm bore angle valve/cock cast copper alloy fancy type screwed down high pressure with cructh or butterfly handle screwed both ends for iron pipe or brass ferrule fixed. make - cera-f1012201, jaquar - ari- chr-39053, kohler - k-80154in-4-cp 21 s & f wall mixer/diverter with diverter plate of bathroom 3 in 1 system with provision for both hand & over head shower with 115mm long bend pipe ( for mixer) connecting legs & wall flangs complete all as specified. make: cera-f1022403, jaquar-flr-chr-5281n, hindware-flora f280022 22 s & f chromium plated brass bath tub spout with wall flange(fancy type) suitable for 15mm bore pipe complete all as specified and directed. make- cera-f1012661, jaquar-spj-chr-429, hindware-f-520009 23 internal electrification (sch a part-iii)supply and fixing sp 63 amp rating, 240v, 10 ka c curve miniature circuit breaker (mcb) of following poles and current carrying capacity in the mcb db complete with connection testing and commissioning complete all as specified and as directed. 24 supply and fix tv coaxial,1 module socket complete all as specified and as directed. 25 s&f telephone socket(jack type) ,1 module rj11 with shutter complete all as specified and as directed. 26 m&l for electrolyte grade solid annealed copper conductor,jelly field,aluminium foiled and aluminium wire braided, rg59 (foam). cat part no. whojttkarg59make- havells or equivalent in as mentioned in appx b of particular specification 27 m&l for pvc insulated telephone cables for indoor applications confirming to technical specification g/wir06/02 cat part no.whttatea1p40 make-havells or equivalent in as mentioned in appx b of particular specification 28 s & f for highly efficient led bulbs, 9 watt complete all as specified and directed. make bajaj/havells/hpl 29 s & f blanking plate complete all as specified and directed. 30 s & f of sheet metal enclosure distribution board vtpn ,4 way, 415 volt, double door powder coated, protection class ip-54, isolated neutral bar, mechanical impact strength ik 09 suitable for mounting mcb & mccb dbs confirming to is-13032, is-8632,bs5484 with min 200 amp raiting copper bus bar and grouting, fixing on wall with nut boldts washers proper with pcc works complete all as specified and directed 31 rain water harwesting(sch a part-vii)borewell for rain water harvesting all as specified and shown on drg : (a) provision of trail bore by drilling with reverse rotary system550mm bore upto 52 m depth incl all works pertaining to boring complete in all respect in aluvium soil/ strata incl hard stone / boulder etc.(b)m&l for 150mm bore cpvc pipe assembly jointing, lowering in any position upto the reqd depth below given level incl jointing the pipe by solvent & screwing 04 nos screws in each joint complete all as directed.(c) ditto as item (b) above but slotted pipe(d) m& l for packing with pea gravel of 4.6 mm to 8mm size of approved quality as ordered to pack arround the casing / slooted pipe in borewell all as directed.(e) m&l 25 mm bore perforated cpvc pipe 52 mtr long for vent pipe 32 external water supply(sch a part-viii). m& l for cutting of existing pipeline of 100/150/80 mm dia for taking branch connection alongwith insertion of di tee and connecting material such as joint, nut bolts, etc all as required at site. 33 m&l for construction ofbrick stone masonary valve pit / chamber of size 900 mm x 600 mm x 1000 mm (internal dimensions) all as shown in drawing no td-573, including necessary excavation and earth work, pcc, plaster in cm 1:6 on inside and outside (above ground), ms angle iron 40 x 40x6.0 mm thick complete all as specified and directed and shown on drawings. 34 all as per item no 33.00 but chamber size 450 mm x 450 mm x 600 mm (internal dimensions) complete all as specified and directed 35 supply and fix stop valves 63mm dia, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed 36 external electrification . (sch a part-ix)supply and fixing led street light fitting 36 wattefficacy greater than 100 lumen/watt 230 v ac outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with ip 65/66 protection complete all as specified and directed. make : phillips, cat no brp046 led 36 cw mr s1 psu gr 9405 or equivalent in as mentioned in appx b of particular specification 37 supply and fixing poly carbonatejunction box , weather and vermin proof of size 250x250x160 including provn of 4 nos aluminium strip 25x3.15 mm size bus bar single phase and neutral suitabely mounted on bus bar insulators,including one no. mcb sp 6 amps for light control,drilling of holes.provn of suitable size of gi nuts, bolts, double washer and fi clamps ofsuitable sizefor taking connections and fixing on lt steel tubular poles complete with locking arrangement complete all as specified and directed. 38 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-(main ltp no-01 ) 39 incoming :-(a) mccb 4 pole 320 amp thermal magnetic protection type, 36kamake : legrand, cat no - 4220-06, dpx3 630- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc.(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100outgoing :-(a) mccb 3 pole 160amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4200-87, dpx 160- 01 nob) mccb 3 pole 200amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4202-08, dpx 250- 01 no (c) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(d) analog time switch, make- legrand, cat no 4127-80 for sl control 40 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -4. 41 incoming:- (a) mccb 4 pole 160 amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4200-57, dpx 160- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going:- (a) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 02 no (single offr accn + ltp - 08)(b) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 02 no ( servant qtr + sl)(c) mccb 3 pole 125 a thermal magnetic protection type, 25 ka dpx3 160, legrand, cat no 4200-06 - 01 (offr mess)(d) mcb dp 16amp - 01 no ( garage)(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(f) analog time switch, make- legrand, cat no 4127-80 for sl control 42 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp - 8incoming(a) mccb 4 pole 63 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-13 - 01 no 43 (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 10 no 44 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -3. 45 incoming(a) mccb 4 pole 200 amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4202-18, dpx 250- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 100 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-45 - 01 no(ltp - 06)(b) mccb 3 pole 160 a thermal magnetic protection type, 25 ka dpx3 160, legrand, cat no 4200-47 - 01 (adm bldg)(c) mccb 3 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-02 - 02 no (saa stores + old guard house)(d) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 03 no(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider (f) analog time switch, make- legrand, cat no 4127-80 for sl control 46 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -6 47 incoming(a) mccb 4 pole 100 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-55 - 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out goingm(a) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 01 no (b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 05 no 48 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -7 49 incoming(a) mccb 4 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-53 - 01 no (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-02 - 02 no ( bch + mt office)(b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 13 no (garage) (c) mcb 3 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-55 - 02 no (car washing + longe wala gate) 50 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:- (main ltp no-02 ) 51 incoming (a) mccb 4 pole 400 amp thermal magnetic protection type, 36kamake : legrand, cat no - 4220-07, dpx3 630- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100outgoing (a) mccb 3 pole 200amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4202-08, dpx 250- 01 no(ltp -02)(b) mccb 3 pole 160amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4200-87, dpx 160- 01 no (ltp - 01)(c) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 01 no(ltp - 5)(d) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(e) analog time switch, make- legrand, cat no 4127-80 for sl control 52 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -1 53 incoming(a) mccb 4 pole 160amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4200-57, dpx3 160- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 01 no ( ltp -5)(b) mccb 3 pole 25 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-01 - 02 no ( fwc + ori )(c) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 02 no ( religious hall + unit shop)(d) mccb 3 pole 80 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-44 - 01 no ( trademen shop)(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider (f) analog time switch, make- legrand, cat no 4127-80 for sl control 54 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -5incoming(a) mccb 4 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-12 - 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100 55 out going(a) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 01 no ( drying & ironing)(b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 4 no (car shed - 01 no + scooter shed - 01 no + dhobi ghat - 02 nos) (c) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(d) analog time switch, make- legrand, cat no 4127-80 for sl control 56 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system 57 and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -2incoming(a) mccb 4 pole 200amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4202-18, dpx3 250- 01 no (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 25 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-41 - 02 no (s/l jco)(b) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 04 no ( s/l 01 jco + engr store + def store + old bldg)(c) mccb 3 pole 80 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-44 - 01 no ( jcos mess)(d) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 01 no (mi room)(e) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 4 nos (car shed - 01 no + scooter shed - 01 no + garage for amb - 01 no +car shed/scooter shed - 01 no ) (f) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(g) analog time switch, make- legrand, cat no 4127-80 for sl control 58 taking down old cable xlpe insulated ,screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor off sizes from existing site 59 dismentling street light bracket off sizes complete all as specified and directed 60 dismantling and taking down lt feeder pillar box off size complete all as specified and directed 61 dismantling and taking down outdoor distribution box off size complete all as specified and directed 62 dismantling and taking down transformers 160 kva to 500 kva and deposit to mes store yard or keeping in safe custody for re-installation complete all as specified and directed 63 parade ground of size 137 m x 91 m, footbal/hockey 02 nos, basketball courts 02 nos, volley ball courts 02 nos, hardstanding & badminton court 01 no (sch a part-x (synthetic floor / mat for basket ball & volley ball courts) m & l for antifungal, anti microbial and u/v resistant comprising of pvc wear resisting coat thickness of 3.5mm to 8mm over of fiber-glass reinforced layer with pvc foaming buffer layer of thickness 4.5mm for good performance in rebounding & absorbing shock complete all as specified and directed 64 refrigeration and cold water supply(sch a part -xiii)supply and fix refrigerator, electric driven (single phase),direct cool single door 5 star refrigeratorwith base drawer with smart inverter compressorcapacitynot less than 185 litrescomplete all as specified and directed 65 supply and fix voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 v to 250 v with output voltage stabilized at 230 v with accuracy of ± 2.5% and of capacity not less than 2.0kva complete all as specified and directed 66 supply and fix desert cooler electric driven (single phase), having nominal air flow capacity of 4000 cum per hour (or nearest size) steel body complete all as specified and directed 67 addn/altn of existing buildings & structures (b/r) : schedule a part -xvm & l for providing 5-7mm thick screed bed ofchemical adhresive of approved make for laying floor finishes i,e floor tile etc. complete all as specified and directed. 68 taking down existing water proofing roof treatment of any description cleaning the surface by hacking to received plaster complete all as specified and removing demolised material outside mod land. 69 s & f fibre reinforced uv resistant elastomeric liquid applied waterproofing & heat reflective coating with acrylic polymers and polyester/glass fibres after scraping and properly cleaning the surface to remove loose perticles with wire brushes complete or as directed water proofing treatment shall be in three coats over a coat of primer and as per manufacturers instructions complete all as specified and directed. 70 m & l for retrieving vegetation growth/plants from wall roofs, chajja upto double storey height incl taking out deep roots and pouring hcl acid and making good the distrubance surfaces with cm 1:4 incl all means required at site complete all as specified and directed 71 addn/altn of existing buildings & structures (e/m) : schedule a part -xvitaking down of existing unsv sub main wiring any size incl pvc/steel conduit complete and making good to disturbed surfaces complete all as specified and directed. 72 taking down of existing unsv dbs any size complete all as specified and directed 73 supply & fixing of mcbs, 10 ka rupturing capacity, is-8828 marked,dp 10 ampsand fixing in dbs complete all as specified and directed(note:- dbs shall be measured and paid separately in respective item) 74 all as per items no 63.00 butdp 20 amps 75 all as per items no no 63.00 but 4p 25 amps 76 all as per items no no 63.00 but sp 6 amps 77 all as per items no no 63.00 but sp 10 amps 78 all as per items no no 63.00 but sp 20 amps 79 demolition of buildings & sheds : schedule a part -xvii taking down carefully by carefully unscrewing serviceable/unserviceable dbs,any sizes 415 volt complete with bus bar and rails for easy mounting of mcbs complete with from boards and disconnecting from incoming and outgoing complete all as specified and directed 80 taking down sub main wiring of any sizes complete all as specified and directed 81 arbouriculture work laying of lawns including ploughing leveling breaking of clods manuring & removal of stones etc. (cost of manure or extra good earth to be paid separately) maintenance of lawns for 30 days more till the grass forms a thick lawns free from weeds & fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost. in rows 5 cms. apart in either direction 82 supply of different flower plants 900mm to 1500mm at site including loading / unloading & transportation etc.complete all as specified and directed 83 supply of different varieties of shrubs 600mm to 900mm at site including loading / unloading & transportation etc.complete all as specified and directed 84 supply of different varieties of climbers 900mm to 1500mm at site including loading / unloading & transportation etc.complete all as specified and directed 85 supply of different varieties of palms in polyethylene bags / earthen pots according to height growth & age of the plant at site including loading / unloading & transportation etc .complete all as specified and directed 86 supply & planting of shady plants (neem, peepal, goolar, jamun, imli or other specified) along including the following activities :-(a)preparation of soil including & removing of unwanted shrubs removal of stones & garbage.(b) supply of plant at site of two years of age & height more than 1.50mtr.(c)supply of dry manure (farm yard manure.(d)supply of insecticides.(e)digging of pits size 60x60x60 cms. 87 supply & planting of ornamental plants (kachnar, amaltas, gulmohar, arjun, jacranda etc. or other specified) along including the following activities :-(a)preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.(b)supply of plant at site oftwo years of age & height more than 1.50mtr.(c)supply of dry manure (farm yard manure organic).(d)supply of insecticides.(e)digging of pits size 60x60x60 cms. including removal of stones, manu-ring application of insecticides & watering at least15 liter per plant after planting.(f)watering to plants.

Central Government/Public Sector

TRN :26840867 | 21 Feb, 2033

Tender Value : 78.23 Lacs

Mumbai - Maharashtra

Tender for aextension of loco shed and pits at electric loco trip shed at csmt b csmt -repairs to drainage line, back side of nab at csmt.

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Tender for aextension of loco shed and pits at electric loco trip shed at csmt b csmt -repairs to drainage line, back side of nab at csmt.

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