Water Resources Department Tender
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Costs
EMD
₹ 6,90,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_WRDAS_183249_1Bid Award Id
ViewTender No
01/2020-21 AspurTender Authority
Water Resources Department ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
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Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster inclding disposal of rubbish to the dumping ground with in 50m. Lead inclusive of de-watering wherever required.
9760.66
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Preparation of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure.
113.04
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Preparation and dressing the subgrade including removal of irregularities up to 7.5 cm in soil,morrum mixed with pebbles,small bouldres and and kankar & murrum for ( Bed)
13378.27
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Preparation and dressing the subgrade including removal of irregularities up to 7.5 cm in soil,morrum mixed with pebbles,small bouldres and and kankar & murrum for ( Side Slopes)
492.22
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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m including dressing of excavated area, de- watering wherever required complete in all respect.
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Hard / dense soil
2469.25
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Phylite & other hard rock requiring nominal blasting
620
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Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering , disposal of excavated material within in initial lead of 50 m and lift of 1.5 m complete in all rerspect
930
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Benching base and depositing the excavated material including dressing etc. complete within lead upto 50 m and lift to 1.5 m.
94.4
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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum of highly weathered strata dry of moist, including laying in 20 cm layers ( before compaction ) and breaking of clods,sorting of grass,pebbles etc. and dressing when compacted by mechanical equipment such as sheep foot roller/pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of 95 % of standard proctor density and compaction in restricted area near by structure or flanks by hand rammers or by pneumatic tampers with initial lead up to 5km and lift up to 1.5 m (Including charges for compaction and watering) including loading and unloading wherever required complete in all respect.
10938
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Suppling and laying sand in required profile including all lead and lift
443.69
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suppling and laying aggregate in layers and profile as specified including all leads & lifts (b) broken ballast 20 to 40 mm size
489.66
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Dry boulder filling in required profile with filling of voids etc. complete including all leads & lifts, and well finished surface.
1152
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RR stone pitching hammer dressed with packing of voids from small stones including all lead and lift 23 cm thickness (b) 23 cm thickness (+5% thickness tolerance)
411.6
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Supplying and laying quarry spalls properly graded but not more than 10 cm in size with spread in required profile including all leads & lifts.
1164.04
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Extra charges for water spray by nozzal on sub grade of canal including bed and side slopes before laying plain concrete for linning work.
13870.49
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Retaining wall, counterfort, abutment, wing walls up stream or downstream
slope facings of dams and open faces of construction joints etc
599.03
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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm.
414.66
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Providing and Laying in position of Cement concrete Nominal mix(1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm.
4.37
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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining , using well graded crusher broken aggregate of maximum nominal size 20 mm confirming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints , complete as per specification with all leads and lifts of construction material complete in all respect. For canal bed of thickness 7.5cm.
9794.56
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) For Super Structure including curing all leads of all construction materials including curing etc. complete.
In cement sand mortar 1:4
3851.99
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Brick Masonry (using well burnt clay bricks of size 230X110X70 mm,class designation 75 as per specification) For Super Structure in plinth including all leads of all construction materials including ciring etc. complete in cement mortar 1:4
15.8
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Providing and laying cement concrete coping in (1:2:4) with maxium size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm.
5382.4
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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 20mm.
14155.07
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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 25mm.
113.04
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Making standard type cement gauge including engraving letters and painting including scaffolding etc.
9.3
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Supplying of structural steel including a lead and lift without contractor benefit © structural steel as per latest relevant IS code
144.68
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Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials.
3.8
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Dismentling of cement concrete including stacking of useable material and unuseable material within 50 m lead inclusive of dewatering wherever required
105
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Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm
122.21
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Providing and filling joints with sealing compound and coarse sand with bitumen of grade 85/25(6% by weight)
1874.3
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Distance stones well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed face well painted .Incuding Fixing distance stones in 30x30x30 cmpit excavated in all type of strata and back filling in cement concrete ( 1:4:8 ) projected 10 cm above ground level well finished and properly cured.
18
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Construction ofpucca bench mark muttam of size 30x30x75 cm in cement concrete (1:3:6 )with maximum aggregate size of 40 mm with 75 cm long MS angle ,size25x25x5 cmembedded including curing tranportation and fixing at site etc. Complete with all leads & lifts.
37
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cutstone sills,slabor lintelon one face plain and edge hammer dressed 151 to 200 mm thick Including Labour charges for fixing stone patties/lintel duly approved in CM 1:3 and pointing underneath with cement sand mortar (1:3) for clear span up to 3.5 m of thickness Above 8 cm.
79.91
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Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints 900 mm dia NP2
78
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Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. NP 2
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80 mm
35
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100 mm
21
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150 mm
35
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Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering all up to plinth level M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
4.4
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Brick masonary with F.P.S bricks of class designation 75 in superstructur upto V level in all shapes and sizes : Cement mortar 1:4
20.31
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Half Brick masonary in superstructure,above plinth level up to floor V level using brick of designation 75: Cement mortar 1:4 (1 cement: 4 coarse sand)
18.3
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Half Brick masonary in superstructure,above plinth level up to floor third storey including cost of nominal hoop reinforcement (2nos,6mm M.S. bar at every fourth course) using brick of designation 75: Cement mortar 1:4 (1cement:4coarse sand)
33.78
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Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
7.5
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Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
47.1
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level Thermo-mechanically Treated bars (Conforming of relevent IS code)
850
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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished 12mm thick.
234.53
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level Thermo-mechanically Treated bars (Conforming of relevent IS code)
3.35
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50 mm thick cement concrete flooring with Metallic concrete hardener topping , under layer of 38 mm thick cement concrete 1:2:4 , 20 mm thick nominal size and top layer of 12 mm thick metallic concrete hardner consisting of mix 1:2, 6 mm nominal size by volume & mixed with metallic hardening compound of approved quality @ 2 Kg/Sqm including cement slurry,rounding off edges etc
33.35
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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
213.56
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Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
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Doors
11.71
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Window
10.8
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
234.53
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Providing and laying cement concrete including curing,compaction etc. complete in retaining walls,returnwalls,walls(anythickness) including attached pilasters, columns ,piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,bedblocks,anchorblocks,plainwindowsills,fillets,levelling course etc upto floor five level excluding the cost of centering and shuttering.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).5mm thick coping
0.27
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P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approvedmakewithcover,25mmdia1MlongG.I.over-flowpipe&25Cm.longwashoutpipewithplug&socket,includingmakingconnectionetc.,completeofapproved design: Capacity 500 lit
1
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White washing with lime to give an even shade including all scaffolding ( New work three or more coats)
1000
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Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
1000
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