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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC WARD NO 51 BANKI MONGRA KORBA CG 495447 | KORBA | CHHATTISGARH | 495447 | L1 | Accepted-AOC Technically and Financially eligible L1 Bidder | |
| 2 | L2₹5.4 L+₹34,440.81 (6.82%)Rejected-Finance GULAB CYCLE MAIN ROAD KATAINAR BANKI MONGRA KORBA 495447 | KORBA | CHHATTISGARH | 495447 | L2 | Rejected-Finance Not L1 Bidder | |
| 3 | L3₹5.5 L+₹40,607.37 (8.05%)Rejected-Finance HOUSE NO A 31 POWER CITY JAMSHEDPUR KORBA CHHATTISGARH 495450 | KORBA | CHHATTISGARH | 495450 | L3 | Rejected-Finance Not L1 Bidder | |
| 4 | L4₹5.9 L+₹83,878.21 (16.6%)Rejected-Finance 0 | L4 | Rejected-Finance Not L1 Bidder |
Tender Value
₹7.8 L
EMD Value
₹9,900
Closing Date
31 Jan 2024, 5:00 pmClosed
STAFF OFFICER (CIVIL) KORBA AREA
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG), Mo-9425533108/ 7587390644
Repairing and renovation of existing shade in Jagriti Club under DSB sub area of Korba Area
2024_SECL_299122_1
SECL/GM/KA/C/e-Tender/23-24/56 dt. 19.01.2024
Open Tender
Civil Works - Buildings
Item Rate
60 days
Office of the General Manager Korba Area
As per NIT.
3 documents required · 3 mandatory
₹9,900
1 Aug 2024
20 Jan 2024
2 Feb 2024
21 Jan 2024
31 Jan 2024
21 Jan 2024
21 Jan 2024 - 24 Jan 2024
Amount
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
Brick work in CM 1:6 with fly ash bricks of size 230x110x70mm and having crushing strength of 75 kg/sqcm to 100 kg/sqcm as per the specifications in foundation and plinth.
Brick work in CM 1:4 with fly ash bricks of size 230x110x70mm and having crushing strength of 75 kg/sqcm to 100 kg/sqcm as per the specifications in superstructure above plinth up to Vth floor.
Half brick work in CM 1:4 with fly ash bricks of size 230x110x70mm and having crushing strength of 75 kg/sqcm to 100 kg/sqcm as per the specifications in superstructure above plinth up to Vth floor.
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
12 mm cement plaster : 1:6 (1 cement : 6 coarse sand)
Labour rate for 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 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 Engineer?in-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.
Distempering with 1st quality acrylic distemper, 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
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
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
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area 3 sq. metres and below
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 to existing door frames. 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore
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 required : W.C. pan with ISI marked white solid plastic seat and lid
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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Total impact of GST for the purpose of CTC
Sarvamangla Construction Company
SARITA AGRAWAL
Manoj Kumar
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_309915.pdf
boq_comp_chart.xlsx
xlsx
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