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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹22.1 LAccepted-AOC QR NO 42 WARD NO 23 DADAR KHURD KORBA CHHATTISHGARH 495682 | KORBA | KORBA | CHHATTISGARH | 495682 | ₹22.1 L Quoted ₹18.8 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder, Shivram Engineering work, vide Reference No. SECL/GM/KSM/C/26-27/115 dated 04/05/2026. |
| 2 | L-2₹19.3 LRejected-Finance DIPKA KATGHORA KORBA 495452 | KORBA | CHHATTISGARH | 495452 | ₹19.3 L | L-2 | Rejected-Finance Rejected not being L-1 Bidder |
| 3 | L-3₹19.3 LRejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | ₹19.3 L | L-3 | Rejected-Finance Rejected not being L-1 Bidder |
| 4 | L-4₹20.0 LRejected-Finance F 10 15 BLOCK SECL KORBA DISTT KORBA CHHATTISGARH 495677 | KORBA | CHHATTISGARH | 495677 | ₹20.0 L | L-4 | Rejected-Finance Rejected not being L-1 Bidder |
| 5 | L-5₹22.4 LRejected-Finance HOUSE NO 377 TULSI NAGAR WARD NO 02 KORBA DIST KORBA CG | ₹22.4 L | L-5 | Rejected-Finance Rejected not being L-1 Bidder |
Tender Value
₹47.4 L
EMD Value
₹59,300
Closing Date
23 Mar 2026, 5:00 pmClosed
STAFF OFFICER(CIVIL), SECL KUMSUNDA AREA
OFFICE OF THE STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA P.O. KUSMUNDA COLLIERY 495454 DISTT. KORBA (CG) CONTACT No. 8269842001
Provision of parking shed in workshop no.1 at KOCP of Kusmunda Area.
2026_SECL_356449_1
SECL/GM/KSM/CIVIL/e-Tender /25-26/131 dt. 12/03/2026
Open Tender
Civil Works - Others
120 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
3 documents required · 3 mandatory
₹59,300
4 May 2026
12 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
13 Mar 2026 - 16 Mar 2026
Item Description / Heading
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
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, for all lift, 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
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.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 using self drilling/ self tapping screws cmplete: Ridges plain (500 - 600mm)
Total impact of GST for the purpose of CTC
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