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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.6 LAccepted-AOC | ₹19.6 L | L-1 | Accepted-AOC bidder is the L-1 bidder |
| 2 | Rejected-Technical WARD NO 14 BASTI ROAD NEAR UJJER BAGICHA ANUPPUR DISTT ANUPPUR M P 484224 | ANUPPUR | ANUPPUR | MADHYA PRADESH | 484224 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
| 3 | Rejected-Technical WARD NO 14 MURALIYA BAG BURHAR DISTT SHAHDOL M P 484110 | SHAHDOL | MADHYA PRADESH | 484110 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
Tender Value
₹33.3 L
EMD Value
₹41,700
Closing Date
30 May 2026, 5:00 pmClosed
Staff Officer Civil SECL Sohagpur Area
Office of Staff Officer Civil SECL Sohagpur Area, GM Office, Dhanpuri, Distt. Shahdol , M.P. 484114
RCC Retaining wall and RCC Platform, Guard room for Safety of TB-1 Belt line at Bangwar UG mine under ABD Sub Area
2026_SECL_359773_1
SECL/SGP/SO(C)/ e-TENDER/2026-27/23 dtd. 16.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
Sohagpur Area
As Per Nit
3 documents required · 3 mandatory
₹41,700
18 Jun 2026
18 May 2026
1 Jun 2026
18 May 2026
30 May 2026
19 May 2026
18 May 2026 - 26 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 |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 1.01 | 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 up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 54.13 | Cum | 159.87 | ₹8,653.76 |
| 1.02 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | 24 | Cum | 361.84 | ₹8,684.16 |
| 1.03 | 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: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.8 | Cum | 6,100.43 | ₹29,282.06 |
| 1.04 | 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) | 33 | Cum | 6,536.33 | ₹2,15,698.89 |
| 1.05 | 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) | 68.63 | Cum | 7,874 | ₹5,40,392.62 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 28.4 | Sqm | 250.26 | ₹7,107.38 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Walls any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 120 | Sqm | 531.58 | ₹63,789.6 |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | 10,960.23 | Kg | 88.85 | ₹9,73,816.44 |
| 1.09 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 32 | Cum | 186.46 | ₹5,966.72 |
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