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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹45.9 LAccepted-AOC | ₹45.9 L | L-1 | Accepted-AOC The bidder is the L-1 bidder |
| 2 | L-2₹60.4 LRejected-Finance WARD NO 18 NEAR NOORI MASJID DHANPURI DISTT SHAHDOL MP PIN 484114 | DHANPURI | SHAHDOL | MADHYA PRADESH | 484114 | ₹60.4 L | L-2 | Rejected-Finance The bidder is not the L-1 bidder |
| 3 | L-3₹60.7 LRejected-Finance WARD NO 09 L C H COLONY KHONGAPANI MANENDRAGARH DISTT KOREA C G 497447 | MANENDRAGARH | KOREA | CHHATTISGARH | 497447 | ₹60.7 L | L-3 | Rejected-Finance The bidder is not the L-1 bidder |
| 4 | Rejected-Technical KHONGAPANI 497447 | KOREA | CHHATTISGARH | 497447 | - | - | Rejected-Technical TC found that the bidder is not eligible for opening of Price Bid. |
Tender Value
₹62.2 L
EMD Value
₹77,800
Closing Date
16 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
Repairing and construction of culvert over the diversion of existing drain by mining contract for the movement of coal transportation over diverted drain under Sharda OCM of Sohagpur Area
2026_SECL_358876_1
SECL/SGP/SO(C)/ e-TENDER/2026-27/17 dtd. 28.04.2026
Open Tender
Civil Works - Others
Percentage
150 days
Sohagpur Area
As Per Nit
5 documents required · 5 mandatory
₹77,800
7 Jul 2026
30 Apr 2026
18 May 2026
30 Apr 2026
16 May 2026
1 May 2026
30 Apr 2026 - 9 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 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. | 4,650 | CUM | 46.85 | ₹2,17,852.5 |
| 1.02 | 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. | 19.2 | CUM | 219.38 | ₹4,212.1 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 20.4 | CUM | 1,134.62 | ₹23,146.25 |
| 1.04 | 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) | 20.4 | CUM | 4,995.71 | ₹1,01,912.48 |
| 1.05 | 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) | 241.56 | CUM | 6,536.33 | ₹15,78,915.87 |
| 1.06 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 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) | 16.2 | CUM | 7,874 | ₹1,27,558.8 |
| 1.07 | 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. | 25,776 | Kg | 88.85 | ₹22,90,197.6 |
| 1.08 | 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 | 2,801.52 | CUM | 186.46 | ₹5,22,371.42 |
| 1.09 | Filling empty cement bags by available earth at site stiching it and placing etc., all complete as per instruction of Engineer-in-Charge. | 25,000 | Nos | 16.26 | ₹4,06,500 |
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