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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹58.9 LAccepted-AOC 01 KATGHORA ROAD DIPKA DIPKA KORBA DIST KORBA CG | KORBA | CHHATTISGARH | 495119 | ₹58.9 L | L-1 | Accepted-AOC Due to L-1 bidder |
| 2 | L-2₹64.3 L+₹5.3 L (9.06%)Rejected-Finance AGROHA MARG KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | ₹64.3 L+₹5.3 L (9.06%) | L-2 | Rejected-Finance Due to L-2 bidder |
| 3 | L-3₹71.4 L+₹12.5 L (21.2%)Rejected-Finance 615 BHAIROTAL BAZA DAFAI BHAIROTAL KORBA CG 495454 | KORBA | CHHATTISGARH | 495454 | ₹71.4 L+₹12.5 L (21.2%) | L-3 | Rejected-Finance Due to L-3 bidder |
| 4 | L-4₹75.7 L+₹16.8 L (28.4%)Rejected-Finance R P NAGAR KORBA C G DIST KORBA C G PIN 495678 | 495678 | ₹75.7 L+₹16.8 L (28.4%) | L-4 | Rejected-Finance Due to L-4 bidder |
| 5 | Rejected-Technical PLOT NO 28 ICCR EXTN T P NAGAR KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | - | - | Rejected-Technical All confirmatory document Not submitted |
Tender Value
₹1.2 Cr
EMD Value
₹1.5 L
Closing Date
20 Mar 2026, 5:00 pmClosed
GM CIVIL GEVRA AREA
Office of the General Manager , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)Contact No. 9425534065
Repair of Damaged Boundary Wall, Drain and Stage shed of Parade Ground and KPKB Canteen shed works at CISF Barrack under Gevra Area
2026_SECL_355345_1
SECL/GA/GM(C)/ETN/25-26/82 dtd. 02.03.2026
Open Tender
Civil Works - Others
Percentage
150 days
Gevra Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.5 L
12 Sept 2026
4 Mar 2026
21 Mar 2026
4 Mar 2026
20 Mar 2026
5 Mar 2026
4 Mar 2026 - 13 Mar 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 |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 1.01 | 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. | 925.74 | cum | 187.35 | ₹1,73,437.39 |
| 1.02 | 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) : 6 graded stone aggregate 20 mm nominal size) | 116.1 | cum | 5,160.65 | ₹5,99,151.47 |
| 1.03 | 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): 3 graded stone aggregate 20 mm nominal size) | 173.32 | cum | 6,602.2 | ₹11,44,293.3 |
| 1.04 | Reinforced cement concrete work in beams, suspended floors, 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) : 3 graded stone aggregate 20 mm nominal size). | 72.59 | cum | 8,102.65 | ₹5,88,171.36 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 740.42 | sqm | 649.85 | ₹4,81,161.94 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 188.84 | sqm | 273.6 | ₹51,666.62 |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars | 22,131.9 | kg | 89.75 | ₹19,86,338.03 |
| 1.08 | Brick work in Cement mortor 1:6 ( 1 cement 6 coarse sand) with fly ash bricks of size 230 x 110 x 70 mm and having crushing strength of 75Kgs/Sqcm to 100 Kgs/Sqcm as per the specification in : Foundation & plinth | 117.82 | cum | 4,981.95 | ₹5,86,973.35 |
| 1.09 | Brick work in Cement Mortor 1: 6 (1 cement : 6 coarse sand) with fly ash bricks of size 230 x 110 x 70 mm and having crushed strength of 75Kgs/Sqcm to 100 Kgs/Sqcm as per specification in : Superstructure above plinth level upto floor V level | 157.71 | cum | 6,204.1 | ₹9,78,448.61 |
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