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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC | ₹24.8 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹28.1 LRejected-Finance | ₹28.1 L | L2 | Rejected-Finance Unsuccessful Bidder |
| 3 | L3₹31.0 LRejected-Finance NEAR PANJAB NATIONAL BANK STATION ROAD SAKTI SAKTI C G PIN CODE 495689 | SAKTI | JANJGIR CHAMPA | C G | 495689 | ₹31.0 L | L3 | Rejected-Finance Unsuccessful Bidder |
Tender Value
₹41.1 L
EMD Value
₹51,400
Closing Date
9 May 2026, 5:00 pmClosed
staff officer (Civil)SECL Raigarh Area
staff officer (Civil)SECL Raigarh Area
Providing toe wall adjacent to embankment/dump portion for protection of soil erosion in OB Dump Area at Bijari OCM of Baroud Sub Area.
2026_SECL_358839_1
SECL/GM/RGH/SOC/e-Tender/ 2026-27/07 dtd 28.04.2026
Open Tender
Civil Works - Others
270 days
Raigarh
As per NIT
3 documents required · 3 mandatory
₹51,400
4 Jun 2026
28 Apr 2026
11 May 2026
28 Apr 2026
9 May 2026
29 Apr 2026
28 Apr 2026 - 3 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 | |||||
| 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, 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. | 175 | cum | 187.35 | ₹32,786.25 |
| 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 35 | cum | 4,714.45 | ₹1,65,005.75 |
| 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 196 | cum | 6,602.2 | ₹12,94,031.2 |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 280 | Sqm | 273.6 | ₹76,608 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 840 | Sqm | 563.1 | ₹4,73,004 |
| 1.06 | 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 for all lift | 58.5 | cum | 119.65 | ₹6,999.53 |
| 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. | 15,680 | Kg | 89.75 | ₹14,07,280 |
| 1.08 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter | 141 | Metre | 181.1 | ₹25,535.1 |
| 2Total impact of GST for the purpose of CTC | |||||
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