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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.5 LAccepted-AOC NEAR GAYATRI MANDIR ADARSH NAGAR KUSMUNDA KORBA CG 495454 | KORBA | CHHATTISGARH | 495454 | ₹6.5 L Quoted ₹5.5 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder, ABKASH SINGH, vide Ref. No. SECL/GM/KSM/C/26-27/361 dated 01/08/2026. |
| 2 | L-2₹5.6 L+₹6,942.84 (1.26%)Rejected-Finance | ₹5.6 L+₹6,942.84 (1.26%) | L-2 | Rejected-Finance Rejected not being L-1 bidder |
| 3 | L-3₹5.7 L+₹16,936.31 (3.08%)Rejected-Finance MAIN ROAD SURAKACHAR P O BHAIROTAL DISTT KORBA CHHATTISGARH 495454 | KORBA | KORBA | CHHATTISGARH | 495454 | ₹5.7 L+₹16,936.31 (3.08%) | L-3 | Rejected-Finance Rejected not being L-1 bidder |
| 4 | L-4₹6.2 L+₹71,216.67 (13.0%)Rejected-Finance | ₹6.2 L+₹71,216.67 (13.0%) | L-4 | Rejected-Finance Rejected not being L-1 bidder |
| 5 | L-5₹6.3 L+₹84,155.59 (15.3%)Rejected-Finance | ₹6.3 L+₹84,155.59 (15.3%) | L-5 | Rejected-Finance Rejected not being L-1 bidder |
Tender Value
₹12.4 L
EMD Value
₹15,600
Closing Date
25 Apr 2026, 5:00 pmClosed
Staff Officer (Civil), SECL KUSMUNDA AREA
OFFICE OF THE STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA P.O. KUSMUNDA COLLIERY 495454 DISTT. KORBA (CG) CONTACT No. 8269842001
Arrangement of room for Dy. Commandant at TSR Commandant Office at Kusmunda Area.
2026_SECL_358331_1
SECL/GM/KSM/CIVIL/e-Tender /26-27/08 dt 13/04/2026
Open Tender
Civil Works - Others
Percentage
90 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
3 documents required · 3 mandatory
₹15,600
2 Aug 2026
14 Apr 2026
27 Apr 2026
15 Apr 2026
25 Apr 2026
15 Apr 2026
15 Apr 2026 - 18 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Item Description / Heading | - | - | - | - |
| - | 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. | - | cum | - | - |
| - | 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 40 mm nominal size derived from natural sources) | - | cum | - | - |
| - | 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) | - | cum | - | - |
| - | 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. | - | kg | - | - |
| - | 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. | - | sqm | - | - |
| - | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | - | metre | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | cum | - | - |
| - | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | - | kg | - | - |
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