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

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State Government

TRN :49019483 | 15 May, 2025

Tender Value : 22.50 Lacs

Vikravandi - Tamil Nadu

Tender for tender for providing3 nos of work vikravandi block; 1 construction ofdrama stage at vishwareddipalayam in madhurapakkam panchayat 2 earth work excavation for foundation in all classes of soils and sub soil to full depthexcept in hard rock requiring blasting but inclusive of shoring struttingif required forthe sides of foundation. 3 0-0.30m 4 cement concrete 1:4:8 mix using 40 mm hbg metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. compacting etc., complete complying with standard specifications and as directed. 5 supplying and filling inbasement with gravel in layers not more than 15 cm thick , well ramed and consolidated complying with standard specification 6 supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification 7 supplying and erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. rate for 10m2 for the following items (rcc floor slab, roff slab, rectangular / square, tee/ ell beams, lintels, 8 below 9 supplying and fabricating and placing in position ms steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification. 10 reinforced cement concrete 1: 1.5 : 3 mix using20 mm iss hbg metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc completefor 10 cum. 11 brick work in cm 1:5 mix using country bricks ground moulded of size 23 x 11 x 7 cm for the following including curing etc., complete complying with standard specifications. 12 finishing the top of roof with one course of pressed tiles of size 23 cm x 23 cm x 2 cm laid incement mortor 1 : 3 mix and pointingwith the same mortor mixed with water proof compoundincluding cost conveyance of all materials and labour charges etc complete 13 plastering with cm 1:5, 12mm thick over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. 14 ceiling plastering with cement mortar 1:3 mixto 10 mm thick for r.c.c. items including cost and conveyance of all materials to site and all labour charges etc complete 15 granolithic flooring using 10 - 12mm chips including cost and conveyance of all materials to site and all labour charges etc complete 16 white washing 17 distembering two coats with primer coat and two coat with oil bound distember over cement plastered surface including all charges etc complete 18 painting two coats with approved exterior emulsion over the plastered surface over one coat of cement paint including cost of all materials and labour charges etc complete 19 electrification 20 provision for citizen informationboard 21 provision for photo 22 providingbore well and motor accessories an pumping main line atnear sudukattu padhai in v.pagandaipanchayat 23 bore well 24 charges for conducting geo physical survey 25 drilling of borewells anywhere in tamilnadu including transportation from one place to another with in tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( site will be shown by the twad board officers) including construction of mud pit.0m to 60m depth 26 reaming of 150mm dia borewell to 300mm dia borewell as directed at site 27 labour charges for inserting casing pipe supply& packing of pebbles 28 supply & delivery of 150mm dia pvc plain casing pipe as per is 12818 / 2010 29 supply & delivery of 150mm dia pvc slotted casing pipe as per is 12818 / 2010 30 charges for developing the borewell using air compressor in hours 31 supply, delivery and erection of submersible pumpset of50 lpmx 175 head as per sor twad - page 88 32 supply and delivery of ms kisok 33 supply and delivery of 3 phase panel board d.o.l with two level guard and auto start confirming to is specification for 5 hp pumpset.twad sor page 101 34 supply, delivery of 1.1 kv grade,pvc insulated and sheathed3 core flat copper submersible cable with isi marking conforming of is 694/1990 of reputed make for submersible motor erected in borewell. 35 50mm upvc column pipe 36 50mm gi flangeset heavy page 29 37 40mm ms clampset heavy page 29 38 50mm gm non return valve page 30 39 50 x 40mm gi reducer heavy page 26 40 63mx50mmpvc t.coupler page 10 41 40mm ball valve/ gm gate valve page 30 42 (i) aerial fuse board of size 15 x 10 x 6cmwith 32 a aerial fuse carrier(3 nos.) 43 (iii)wall mounting type ms cubical eb meter box with fuse carrier (3 nos) of 32 a capacity at eb supply point.this box is also to accommodate tneb energy meter with proper ventilation as approved by tneb. 44 (ii) supply and laying of 7/20 size pvc insulator copper conductor cable from aerial fuse to eb supply point etc., complete as per i.e rules. 45 25mm dia gi pipe for service point 46 25mm dia gi elbow 47 no.8 gi wire for earth(twin earthing) 48 stay wire 7/20 49 20mm gi pipe for twin earthing and cable encasing 50 4way nutral link 51 tw banel board (41 x 31 x 6cm) 52 labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per i.e rules including cost of civil works 53 supply,delivery, laying and jointing of 90mm od pvc 6ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by twad board officer. 54 a.90mm pvc bend 55 b 90mm pvc threaded coupler 56 name boardand photo charge 57 construction ofdrama stagein kuthampoondipanchayat 58 earth work excavation for foundation in all classes of soils and sub soil to full depthexcept in hard rock requiring blasting but inclusive of shoring struttingif required forthe sides of foundation. 59 0-0.30m 60 cement concrete 1:4:8 mix using 40 mm hbg metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. compacting etc., complete complying with standard specifications and as directed. 61 supplying and filling inbasement with gravel in layers not more than 15 cm thick , well ramed and consolidated complying with standard specification 62 supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification 63 supplying and erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. rate for 10m2 for the following items (rcc floor slab, roff slab, rectangular / square, tee/ ell beams, lintels, 64 below 65 supplying and fabricating and placing in position ms steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification. 66 reinforced cement concrete 1: 1.5 : 3 mix using20 mm iss hbg metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc completefor 10 cum. 67 brick work in cm 1:5 mix using country bricks ground moulded of size 23 x 11 x 7 cm for the following including curing etc., complete complying with standard specifications. 68 finishing the top of roof with one course of pressed tiles of size 23 cm x 23 cm x 2 cm laid incement mortor 1 : 3 mix and pointingwith the same mortor mixed with water proof compoundincluding cost conveyance of all materials and labour charges etc complete 69 plastering with cm 1:5, 12mm thick over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. 70 ceiling plastering with cement mortar 1:3 mixto 10 mm thick for r.c.c. items including cost and conveyance of all materials to site and all labour charges etc complete 71 granolithic flooring using 10 - 12mm chips including cost and conveyance of all materials to site and all labour charges etc complete 72 white washing 73 distembering two coats with primer coat and two coat with oil bound distember over cement plastered surface including all charges etc complete 74 painting two coats with approved exterior emulsion over the plastered surface over one coat of cement paint including cost of all materials and labour charges etc complete 75 electrification 76 new door 77 provision for citizen informationboard 78 provision for photo 79 gst amount for providing service to government contract works for the above construction works. { gst amount is the total gst amount for total overall quoted amount above this row in column bb for all works in this package}

State Government

TRN :49019580 | 14 May, 2025

Tender Value : 7.89 Lacs

Mohali - Punjab

Tender for tender for misc civil works in the campus; 1 supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 3 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4 providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - all work up to plinth level : 5 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 6 centering and shuttering including strutting, propping etc. and removalof form for 7 foundations, footings, bases of columns, etc. for mass concrete 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 9 thermo-mechanically treated bars of grade fe-500d or more. 10 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 11 cement mortar 1:6 (1 cement : 6 coarse sand) 12 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 13 600x600 mm 14 12 mm cement plaster of mix : 15 1:6 (1 cement: 6 fine sand) 16 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 17 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 18 old work (one or more coats) 19 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 21 one or more coats on old work 22 supplying and stacking at site. 23 good earth 24 taking out existing cc interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of engineer-in-charge. 25 laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of engineer in-charge. (old cc paver blocks shall be supplied by the departmentfree of cost).

Government Departments

TRN :49019859 | 21 May, 2025

Tender Value : 10.21 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 44, c-block, new agra, c.c. road improvement work by. - scrapping of the maxpalt bitumen road etc. all complete. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 4 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 5 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) 6 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 7 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 8 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. 10 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 11 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 12 sub total (a) 13 add / deduction for estimate figure amount match 14 grand total

corporations/Associations/Others

TRN :49020052 | 10 May, 2025

Tender Value : 10.53 Lacs

Kanpur - Uttar Pradesh

Tender for tender for construction of teen shade at vill driyapur block sumerpur hamirpur. - clearing of jungle including up rootingof trunkvegetarian grass bushetc dsr 2.32 2 earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ 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 or filling up ground depressions, lead upto 50 m and for all lift:d.s.r code no-2.8.1 3 earthwork in cutting or filling in ordinary soil form 3k.m.i/c all complete work 4 sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.dsr.2.27 5 p/l in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement: 4 coarse sand (zone-iii) derived from natural sources:8 graded stone aggregate40 mm nominal sizederived from natural sources .d.s.r code no-4.1.8 6 m-150 brick work in 1:6cement & c. sand mortar in foundation and plinth…complete item. d.sr-6.1.2 7 12 mm cement plaster thick 1:4 cement and coarse sand fair side single and half brick wall including internal rounded angles chamfers and or rounded angles not exceeding 80 mm in grith and finished even and smooth. dsr no-13.4.1 8 providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x600 mm size in flooring or skirt ing laid with 1:3 cement mortar (1 cement :3 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour t &p required for proper completion of work. dsr .11.41.2 9 providing and laying in position specified grade of reinforcement cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement of r.c.c 1:1.5:3 with cement coarse sand .column t beam slab as dsr no-5.1.2 10 m.s (tor steel or plain ) in plain work such as r.c.c or r.b work including cutting / bending for proper shape as necessary including supply of all steel & wastage ,bend ,hook & authorised overlapping shall be measured … complete item.dsr 5.22.1 11 cement concrete floorig 1:2:4 ( 1 cement 2 coarse sand 4graded stone aggregate) finished with a floating coat of neat cement,including cement slurry,excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate dsr.11.3.1 12 steelwork inbuilt up tubular(round,square or ractangular hollow tubes etc)trusses etc including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer includingweldingand bolted with with special shaped washers etc all complete.dsr-10.16.2 13 s/f of ms j-hook 16 mm dia i/c all complete work 14 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 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 /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(0.63 mm thick sheet) dsr.12.1.3 15 finishing walls with two coat ofpremium acrylicemulsion smooth exterior paint of best quality supply of all materials,labour and t&p etc dsr no 13.48.a.1 16 painting with synthatic eleamin paint of approved and manufactore of reqquierd colour to give an even shade. two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture dsr.13.62.1 17 s/f of 4x2.5 feet size granite stone at siteincluding writing etc complete in all respect

State Government

TRN :49020061 | 13 May, 2025

Tender Value : 0

Kanpur - Uttar Pradesh

Tender for tender for annual repair to mc robertganj colony - dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative 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 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm dsr9.74.2 6 providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm dsr 9.75.1 7 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per is: 1378) 300x16 mm dsr 9.62.2 8 providing and fixing bright finished brass handles with screws etc.complete: 125 mm dsr 9.81.3 9 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete dsr 9.82 10 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 11 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 12 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.dsr-13.80 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface dsr-13.112.1 14 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 15 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour .dsr-13.81 16 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old work dsr-13.99.1 17 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc., complete. dsr-11.39 18 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 @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complet size of tile 600x600 mm .dsr-14.41.2 19 providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer-in-charge. with granite stone of area less than 0.50 sqm. dsr 16.86.1 20 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and 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. concealed work, including cutting chases and making good the walls etc.15 mm nominal dia pipes . dsr 18.8.1 21 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply and all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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. 25 mm nominal dia pipes . dsr 18.8.3 22 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 23 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore sor/dsr 18.50.1 24 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15 mm nominal bore sor/dsr 18.53.1 25 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931.15 mm nominal bore dsr 18.52.1 26 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. white vitreous china wash basin size 630x450 mm with asingle 15 mm c.p. brass pillar tap dsr 17.7.2 27 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 dsr 17.1.2 28 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 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 requiredw.c. pan with isi marked white solid plastic seat and lid dsr 17.2.1 29 providing and fixing kitchen sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 white glazed fire clay kitchen sink of size 600x450x 250 mm .dsr -17.9.1 30 providing and fixing t-iron frames for doors, windows and ventilators of mild steel teesections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 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).40x40x6mm@3.5kg/m . dsr 10.13.1 31 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) . with f.p.s.(non modular) bricks .dsr-6.4.2 32 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:: cement mortar 1:6 (1 cement : 6 coarse sand)dsr 6.1.2 33 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 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 dsr 11.3.1 34 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 35 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 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. dsr-18.48 36 earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by engineer-in-charge. all kinds of soil dsr 2.6.1 37 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). dsr 4.1.8 38 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.110 mm diameter dsr12.41.2 39 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.6.1 40 cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77 41 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth 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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr 5.2.2 42 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more.dsr 5.22a.6 43 centering and shuttering including strutting, propping etc. and removal of form work for : columns, piers, abutments, pillars, posts and struts.dsr 4.3.3

State Government

TRN :49020265 | 13 May, 2025

Tender Value : 17.34 Lacs

Delhi - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement over existing deteriorated cc pavements and raising of drains in jj cluster a - block, jahangirpuri (pid-16722).- 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 4 desilting of nallah / drain in running flow and under foul condition for depth not exceeding 1.50 metre . including removal of stones , brickbats, garbage, silt mud, polythene , sewage if any etc. and diversion of flow of sludge if required and removing the same away from cluster at the place as directrd by engineer-in-charge. disposed silt to be levelled and neatly dressed. 5 earth work in excavation by mechanicalmeans (hydraulic excavator)/manual means in foundation trenches or drains (not 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 a directed, within a lead of 50 m. all kinds of soil. 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). 7 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): 10 graded stone aggregate 40 mm nominal size). 8 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the engineer-in-charge.” note : excess/less cement used than specified in this item is payable/ recoverable separately all works upto plinth level : m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 9 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4(1 cement : 4 coarse sand) 10 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 11 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 12 neat cement punning. 13 providing and fixing factory made precast rcc perforated drain covers, having concrete of strength not less than m-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional t.m.t. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with m.s. flats of size 50 mm x 1.6 mm complete, all as per direction of engineerin- charge. 14 providing and fixing non a.c. multipurpose fiber cement board strips in joints of cement concrete pavements. 50mm+- 5mm wide and 6mm thick having normal length not less than 90cm. 15 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): 10 graded stone aggregate 40mm nominal) manufactured sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size). 16 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. all work upto plinth level. 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including manufacture sand derived from recycled concrete aggregate (rca) upto 25% 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (rca) upto 25% 17 providing and laying dry brick aggregate 40mm nominal size in foundation and plinth or under floors at all level including spreading and ramming in layers as directed by engineer-in-charge 18 suply of earth and banking the same in layer not exceeding 20 cm indepth braking clods watering rollieach layr with 182 tonne roller of wooden or steel rammer including dressing up in embankment for rods, foloods banks, guide banks or filling of ground depressions with all lead and lift etc. complete. 19 add for cost index @35.22 %as per order by gnctd. except item no.15 and 16 (i.e. on 3987.30+6608.75 = rs.10596.05) 20 deduct 9.50% as per gnctd

State Government

TRN :49020344 | 15 May, 2025

Tender Value : 2.55 Crore

Shahbad - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement and drains in deteriorated lanes at jj cluster adjacent to a-block, shahbad daulatpur (in situ upgradation scheme) (pid-16309).- 1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone -iii) including manufactored sand derived from recycled concrete aggregate (rca) upto 25%: 4 graded stone aggregate 20 mm nominal size including recycled concrete aggregate(ra) upto 25%. 3 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 : 10 graded stone aggregate40 mm nominal size) 4 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the engineer-in-charge.”all works upto plinth level :m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 5 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 :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 6 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 7 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 8 brick work with common burnt clay f.p.s. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 9 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 10 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 11 neat cement punning. 12 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in- charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 13 demolishing r.c.c. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of engineer - in- charge. 14 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 15 providing and placing in position 100mm thick factory made machine batched & machine mixed precast rcc rectangular covers on drains of footpath of various sizes,of m-25 grade cement concrete for rcc work, including cost of centering, shuttering, reinforcement of 8mm dia tmt bars of fe500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide ms sheet duly painted over priming coat , reinforcement to be welded at edges with ms sheet and providing 2 nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of engineer-in-charge. 16 providing and fixing in position pre-cast r.c.c. manhole cover and frame of required shape and approved quality 19.19.1 l d- 2.5 circular shape 560 mm internal diameter 17 providing and laying dry brick aggregate 40mm nomial size in foundation and plinth or under floors at all level including spreading ramming in layers as directed by engineer-in-charge. 18 supply of earth and banking the same in layers not exceeding 20 cm in depth breaking clods watering, rolling each layer with 1/2 tonne rolller or wooden or steel rammer and dressing up in embankment for roads, flood banks and filling of ground depression with all leads lifts etc. complete 19 supply of malba/building rubbish and banking the same in layers not exceeding 20cm in depth including breaking clodes, watering, rolling each deposited layers with half tonne roller or wooden or steel rammer and dressing up in embankement for roads, flood banks, guide banks or filling of ground dpression with all leads lifts complete. 20 p/f non asbests multipurpose fibre cement board strip in joints of cement concrete pavement, 50mm+-5mm vide and 6mm thick having normal length not less than 90cm. 21 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 manufactored sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size recycled aggregate(ra)). 22 add for cost index @31.27 %as per order by gnctd (except item no. 3 & 5) 23 deduct 9.50% as per gnctd

Government Departments

TRN :49020962 | 21 May, 2025

Tender Value : 10.31 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 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) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 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 50 mm 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 colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match

State Government

TRN :49021044 | 12 May, 2025

Tender Value : 0

Khurd - Maharashtra

Tender for supply of materials for construction of pandhan road from donad (khurd) to bhavarkhed remaining pandan road- 1 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (prior approval of sample stack of broken metal by the ex. engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 80 mm metal spec. no.rd. 19,20,21 / page no. 197 to 201 2 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc, complete. (prior approval of sample stack of broken metal by the ex engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 40 mm metal. spec.no. rd. spec. no.rd. 19,20,21 / page no. 197 to 201 3 supplying murum having pi < 6 at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 4 supplying soft murum at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 5 compacting the subgrade/gravel/over size metal (200mm loose) layers for all width with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 6 compacting the sub grade/gravel/ size metal (100 mm loose) layers for all widths with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 7 compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. spec. no. rd 38/ pge no. (csr it 2022-2023) 8 providing and fixing road junction / information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge m.s. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 nos. high strength g.i. bolts and nuts of size 10 mm dia, and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by engineer-in-charge etc. complete. mild steel board with engineering grade. pwd ssr 2022-23 it. no. 6.47 9 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada pwd ssr it. no 24.01 10 providing cast in situ / ready mix m10 grade cement concrete for head walls of cd work/ retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with scada with natural / vsi standard artificial sand, cement 4.05 bags/cumt). (pwd csr 2022-2023 it. no.11.28) 11 providing and laying cement concrete pipe of is 458:2003 np-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (pwd csr 2022-2023 it. no.11.10)800 mm dia 12 450 mm dia

State Government

TRN :49021266 | 20 May, 2025

Tender Value : 10.65 Lacs

Baghpat - Uttar Pradesh

Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween 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. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.

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