Central Water Commission Tender
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Central Water Commission - CWC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date29 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 7,83,000
Costs
EMD
₹ 23,490Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Civil Works At Site Sukma Under Lgsd-i, Badhrachalam
Description
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Contact
Tender Id
2024_CWC_833001_1Bid Award Id
ViewTender No
LGD/DB/NIT/2024-25/03Tender Authority
Central Water Commission ViewPurchaser Address
-Website
http://http://cwc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(DSR-2023,VOL-2,15.60)
5.66
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-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand).(DSR-2023,VOL-2:13.1.1)
18.9
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PAINTING OF SP SHED AT STATION SUKMA
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Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (DSR 13.88)
261.17
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Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre, of approved brand and
manufacture, including applying additional coats wherever required,
to achieve even shade and colour. Two coats(DSR13.82.2)
261.17
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CONSTRUCTION OF RAMP AT ENTRANCE OF SUKMA SITE OFFICE
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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) DSR:15.2.1
0.93
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR:6.2.1
2.85
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Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from
natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)DSR:4.1.2
15.06
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12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) DSR: 13.1.2
10.86
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REPAIRS OF DOORS AND WINDOWS AT SITE SUKMA
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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below (DSR 15.12.1)
20
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-
12mm cement plaster of mix 1:4 (1 cement:4 fine sand) (DSR 13.1.1)
81.65
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece (DSR 10.5.2)
10.6
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Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm or top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide VC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick pre laminated PVC door shutters DSR(9.120.2)
8.9
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Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thicknessof 1.7mm for series R1 and R2 profiles and2.10mm for series R3 and R4 profiles conforming to EN:12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape and size as per CPWD specifications,uPVCextruded glazing beads,interlocks and inline sash adaptor(where ever required)of appropriate dimension EPDM gasket,hardware, SS 304 grade fastners of minimum 8mm dia with counter sunk head,comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367:Part 1 to 14,plastic packers,plastic caps and necessary stainless steel screws etc.Profile of frame ,sash and mullon (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners,including drilling of holes for fixing of hardware and drainage of wateretc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality.all complete as per approved drawing conforming to CPWD specification& direction of Engineer -in- Charge.Section of steel reinforcement and croos sections of uPVC profiles to be as per design approved by Engineer -in-Charge.Wire mesh/Glazing of plain/toughened/laminated/double glass unit with/without high performance coatings as per design requirements and conforming toIS:3548&IS:16231 shall be paid separately.
Note:Structural design proof checked from Government Engineering Institute,to be provided by the manufacturer for:(I)Sites with basic wind speed45m/sec as per IS 875-Part 3(II)Sites with structure height more than 20m for all wind speeds.Casement window double panels with fixed mullion with S.S 304 friction hinges as per size and weight of sash, multi locking system, zinc alloy(zamak)powder coated handles.Using R3 series with frame (55mm&above)x(45mm&above) and sash(55mm&above)x(65mm&above)& mullion(55mm&above)x(65mm&above).(Height upto 1.8 metre).DSR:9.147.E2.2
8.64
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Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thicknessof 1.7mm for series R1 and R2 profiles and2.10mm for series R3 and R4 profiles conforming to EN:12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape and size as per CPWD specifications,uPVCextruded glazing beads,interlocks and inline sash adaptor(where ever required)of appropriate dimension EPDM gasket,hardware, SS 304 grade fastners of minimum 8mm dia with counter sunk head,comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367:Part 1 to 14,plastic packers,plastic caps and necessary stainless steel screws etc.Profile of frame ,sash and mullon (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners,including drilling of holes for fixing of hardware and drainage of wateretc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality.all complete as per approved drawing conforming to CPWD specification& direction of Engineer -in- Charge.Section of steel reinforcement and croos sections of uPVC profiles to be as per design approved by Engineer -in-Charge.Wire mesh/Glazing of plain/toughened/laminated/double glass unit with/without high performance coatings as per design requirements and conforming toIS:3548&IS:16231 shall be paid separately.
Note:Structural design proof checked from Government Engineering Institute,to be provided by the manufacturer for:(I)Sites with basic wind speed45m/sec as per IS 875-Part 3(II)Sites with structure height more than 20m for all wind speeds.Three track three panels sliding window with two glazed& one wire mesh panels with Aluminium channel for roller track,wool pile,nylon rollers with SS 304 body.Using R2 series with frame (70mm&above)x(40mm&above) & both glazed and fly screen sash(25mm&above)x(50mm&above) with zinc alloy (zamak) powder coated touch locks with hooks.(Height upto 1.2 metre).DSR:9.147.A4.1
3.6
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CONSTRUCTION OF SEPTIC TANK AND W.C AT SITE SUKMA
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.All kinds of soil(DSR:2.8.1)
1.43
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Providing and laying PreCast RCC circular well ring of depth 1.5m and diameter 1.00m with cover
1
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
External work - 100 mm dia (DSR 18.9.9)
3
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Vent pipe: Polyvinyl - chloride (PVC) pipe 100 mm nominal dia
2
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Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge(DSR:14.82)
1
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Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid(DSR:17.3.1)
1
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CONSTRUCTION OF BRICK WORK AROUND THE SHED AT SITE SUKMA
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.(DSR:2.8.1)
2.48
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).(DSR:6.2.1)
9.94
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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand).(DSR:13.1.1)
30.11
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Grand Total Amount in Rs
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