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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.7 LAccepted-AOC BELTIKARI BASAHAT PALI ROAD DIPKA DIST KORBA CG | KORBA | CHHATTISGARH | 495119 | L-1 | Accepted-AOC The work has been awarded to L-1 bidder | |
| 2 | Rejected-Technical | - | Rejected-Technical Due to L3 Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Due to L4 Bidder | |
| 4 | Rejected-Technical PALI ROAD DIPKA KORBA CG 495452 | KORBA | CHHATTISGARH | 495452 | - | Rejected-Technical Due to L5 Bidder | |
| 5 | Rejected-Technical HURUM GARHA DEWARIYA BARGAWA BHURKUNDA RAMGARH CANTT RAMGARH PIN 829106 JHARKHAND | RAMGARH | JHARKHAND | 829106 | - | Rejected-Technical Due to L2 Bidder |
Tender Value
₹11.4 L
EMD Value
₹14,300
Closing Date
21 Aug 2023, 5:00 pmClosed
GM CIVIL GEVRA AREA
Office of the General Manager , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)Contact No. 9425534065
Provision of shed for Record room for Civil Section/Personnel Section at Gevra Area
2023_SECL_285600_1
SECL/GA/GM(C)/ETN/23-24/61 dtd. 08.08.23
Open Tender
Civil Works - Others
Item Rate
60 days
Gevra Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹14,300
11 Oct 2023
10 Aug 2023
23 Aug 2023
10 Aug 2023
21 Aug 2023
11 Aug 2023
10 Aug 2023 - 14 Aug 2023
Amount
Part(A) Renovation of common Toilet
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 1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:3:6(1 Cement:3 coarse sand(zone-111):6 graded stoneaggregate 40 mm nominal size)
Brick work with modular extruded brunt fly ash clay sewer bricks(Conforming to IS:4885)in cement mortar 1:4 (1 cenent:4 coarse sand) in foundation and plinth:Cement Mortar 1:4 (1 cement:4 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,shuttering finishing and einforcement-All work up to plinth level:1:1.5:3(1 cement: 1.5 coarse sand (zone-ll1):3 graded stone aggregate 20 mm nominal size)
Brick work with non modular fly ash bricks conforming to lS:12894,class designation 10 average compressive strength in super structure above plinth level up to floor V level in:Cement mortar 1:6(1 cement:6 Coarse sand)
Half brick masonry with non modular fly ash bricks of class designation 10,conformingio IS:12894,in super structure above plinth and upto floor V level.Cement mortar 1;4(1 cement:4 coarse sand)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,balconies,shelves,chajas, lintels,bands,plain window sills,staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering shuttering, finishing and reinforcement with 1:1.5:3(1 cement:1.5 coarse sand(zone-lll) 3 graded stone aggregate 20 mm nominal size).
teel reinforcement for R.C.C.work including traightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars
Centering and shuttering including strutting, propping etc.and removal of form for :Lintels beams,plinth beams,girders,bressumers and cantilevers
Centering and shuttering including strutting, propping etc.and removal of form for Weather shade,Chajjas,corbels etc., including edges
Centering and shuttering including strutting, propping etc.and removal of form for :Suspended floors,roofs, landings,balconies and access platform
12 mm cement plaster of mix:1:6(1 cement 6 coarse sand)
6mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
12mm cement plaster finished with a floating coat of neat cement of mix :1:4(1 cement : 4 fine sand)
coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry,but excluding the cos of nosing of steps etc.complete.40 mm thick with 20 mm nominal size stone aggregate
Kota stone slab flooring over 20 mm (average)thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab,including rubbing and polishing complete with base of cement mortar 1:4(1 cement:4 coarse sand):25 mm thick
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer all complete.
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 coted thickness with zinc coating 120 grams per sqm as per lS: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 shallbe 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.
Painting over Structural steel work
Finishing walls with Acrylic Smooth exterior paint of required shade: New work(Two or more coat applied @1.67 Itr/10 sqm over and including priming coat of exterior primer [email protected] kg/10 sqm)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work (two or more coats)over and including water thinnable priming coat with cement primer
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing fly proof stainless steel grade 304 wire gauge,to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with vire of dia.0.50 mm all complete.With 12 mm mild steel U beading
Providing and laying in position cement concrete of specified grade excluding the cos of centering and shuttering-All work up to plinth level: 1:1/2:3 (1 Cement: 1/2 coarse and (zone-llI):3 graded stone aggregate 20 mm nominal size)
Total impact of GST for the purpose of CTC
SUNIL KUMAR
LINK CAB AND SERVICES
PURUSHOTAM KUMAR
SUDEEP KUMAR SINGH
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