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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹57.1 LAccepted-AOC AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹57.1 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder, NARENDRA KUMAR SINGH, vide Reference No. SECL/GM/KSM/C/26-27/395 dated 07/08/2026. |
| 2 | L-2₹58.5 L+₹1.4 L (2.49%)Rejected-Finance MQ 99 SHAKTI NAGAR COLONY GEVRA KORBA CG 495452 | KORBA | CHHATTISGARH | 495452 | ₹58.5 L+₹1.4 L (2.49%) | L-2 | Rejected-Finance Rejected not being L-1 bidder |
| 3 | L-3₹61.1 L+₹4.0 L (7.07%)Rejected-Finance B 71 VIKAS NAGAR COLONY NEAR GURUDWARA KUSMUNDA DIST KORBA C G 495454 | KORBA | CHHATTISGARH | 495454 | ₹61.1 L+₹4.0 L (7.07%) | L-3 | Rejected-Finance Rejected not being L-1 bidder |
| 4 | Rejected-Technical MIG 1 68 RSS NAGAR KORBA DIST KORBA C G PIN 495678 | 495678 | - | - | Rejected-Technical Technical Evaluation Rejected |
| 5 | Rejected-Technical 120 RAMAYAN KOSABADI KORBA DIST KORBA CG | GAURELLA PENDRA MARWAHI | CHHATTISGARH | 495119 | - | - | Rejected-Technical Technical Evaluation Rejected |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
11 May 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
Providing box culvert and drain for discharge of water from syphon at OB dump no. 14 at KOCP of Kusmunda Area (Re-Tender).
2026_SECL_358687_1
SECL/GM/KSM/CIVIL/e-Tender /26-27/17 dt 23/04/2026
Open Tender
Civil Works - Others
Percentage
150 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
5 documents required · 5 mandatory
₹1.4 L
7 Aug 2026
24 Apr 2026
12 May 2026
25 Apr 2026
11 May 2026
25 Apr 2026
25 Apr 2026 - 4 May 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 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 | - | 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 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 | - | - |
| - | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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-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. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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