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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.1 LAccepted-AOC MAIN ROAD SURAKACHAR P O BHAIROTAL DISTT KORBA CHHATTISGARH 495454 | KORBA | KORBA | CHHATTISGARH | 495454 | ₹9.1 L Quoted ₹7.7 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder, Anil Agrawal, vide Reference No. SECL/GM/KSM/C/26-27/275 dated 06/06/2026. |
| 2 | L-2₹7.8 LRejected-Finance | ₹7.8 L | L-2 | Rejected-Finance Rejected not being L-1 Bidder. |
| 3 | L-3₹8.1 LRejected-Finance NEAR GAYATRI MANDIR ADARSH NAGAR KUSMUNDA KORBA CG 495454 | KORBA | CHHATTISGARH | 495454 | ₹8.1 L | L-3 | Rejected-Finance Rejected not being L-1 Bidder. |
| 4 | L-4₹8.3 LRejected-Finance | ₹8.3 L | L-4 | Rejected-Finance Rejected not being L-1 Bidder. |
| 5 | L-5₹11.0 LRejected-Finance | ₹11.0 L | L-5 | Rejected-Finance Rejected not being L-1 Bidder. |
Tender Value
₹17.4 L
EMD Value
₹21,900
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
Providing temporary shed for community building near KB-2 barrier at KOCP of Kusmunda Area.
2026_SECL_358320_1
SECL/GM/KSM/CIVIL/e-Tender /26-27/06 dt 13/04/2026
Open Tender
Civil Works - Others
90 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
3 documents required · 3 mandatory
₹21,900
6 Jun 2026
13 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Item Description / Heading | - | - | - | - | BI01010001010000000000000515BI0100001112 |
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 | - | - | BI01010001010000000000000515BI0100001113 | |
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) | - | cum | - | - | BI01010001010000000000000515BI0100001114 | |
Brick work with Fly ash bricks of size 230 x 110 x 70 mm and having crushing strength 75 kg/sqcm to 100 kg/sqcm as per the specification in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - | BI01010001010000000000000515BI0100001115 | |
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 | - | - | BI01010001010000000000000515BI0100001116 | |
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 | - | - | BI01010001010000000000000515BI0100001117 | |
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 | - | - | BI01010001010000000000000515BI0100001118 | |
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - | BI01010001010000000000000515BI0100001119 | |
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
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