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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC H NO 66 635 01 GAJRA BANKI MONGRA KORBA CG 495447 | KORBA | KORBA | CHHATTISGARH | 495447 | ₹22.1 L | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹22.8 LRejected-Finance WORD NO 03 RATAKHAR KORBA KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | ₹22.8 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹23.1 LRejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | ₹23.1 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹24.4 LRejected-Finance Q NO A 29 POWER CITY JAMNIPALI KORBA CG 495450 | KORBA | CHHATTISGARH | 495450 | ₹24.4 L | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹25.2 LRejected-Finance 09 KAKWA DEPALPUR DISTRICT INDORE | INDORE | MADHYA PRADESH | 452001 | ₹25.2 L | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | R K CONSTRUCTION L5 | ANIRUDH KUMAR CHOUDHARY L4 | M/S ANAND ENTERPRISES L7 | M/S ANIL CONSTRUCTION L6 | MAA SANTOSHI ENTERPRISES L10 | BHAAVINI INFRATECH L9 | AN Engineers & Chemicals L11 | AR JAGDAMBA INFRADEVELOPER L1 | RAJESH KUMAR SINGH L3 | PARVINDER SINGH L8 | RAJA AGRAWAL L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | ETP Part A Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. ALL KINDS OF SOIL | 144 | CUM | 49 ₹7,056 | 51 ₹7,344 | 47 ₹6,768 | 100 ₹14,400 | 65 ₹9,360 | 50 ₹7,200 | 120 ₹17,280 | 100 ₹14,400 | 8 ₹1,152 | 71.66 ₹10,319.04 | 58.61 ₹8,439.84 |
| 2.00 | 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 up to 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 | 16.54 | CUM | 49 ₹810.46 | 51 ₹843.54 | 97 ₹1,604.38 | 150 ₹2,481 | 100 ₹1,654 | 60 ₹992.40 | 150 ₹2,481 | 100 ₹1,654 | 100 ₹1,654 | 105.38 ₹1,742.99 | 86.19 ₹1,425.58 |
| 3.00 | 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). | 51.5 | CUM | 2,500 ₹1.3 L | 2,000 ₹1.0 L | 2,777 ₹1.4 L | 2,560 ₹1.3 L | 2,500 ₹1.3 L | 3,300 ₹1.7 L | 4,500 ₹2.3 L | 2,800 ₹1.4 L | 2,350 ₹1.2 L | 2,902.86 ₹1.5 L | 2,374.41 ₹1.2 L |
| 4.00 | 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). | 83.5 | CUM | 3,500 ₹2.9 L | 3,200 ₹2.7 L | 3,777 ₹3.2 L | 3,950 ₹3.3 L | 3,800 ₹3.2 L | 4,000 ₹3.3 L | 5,500 ₹4.6 L | 2,800 ₹2.3 L | 2,650 ₹2.2 L | 3,466.09 ₹2.9 L | 2,835.11 ₹2.4 L |
| 5.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil. | 2,500 | sqm | 2 ₹5,000 | 4 ₹10,000 | 3 ₹7,500 | 2 ₹5,000 | 2 ₹5,000 | 5 ₹12,500 | 14 ₹35,000 | 100 ₹2.5 L | 10 ₹25,000 | 11.64 ₹29,100 | 9.52 ₹23,800 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. | 83.5 | sqm | 200 ₹16,700 | 178 ₹14,863 | 347 ₹28,974.50 | 220 ₹18,370 | 300 ₹25,050 | 250 ₹20,875 | 520 ₹43,420 | 260 ₹21,710 | 180 ₹15,030 | 300.67 ₹25,105.94 | 245.94 ₹20,535.99 |
| 7.00 | 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. 110 mm diameter | 64 | meter | 125 ₹8,000 | 100 ₹6,400 | 297 ₹19,008 | 140 ₹8,960 | 200 ₹12,800 | 160 ₹10,240 | 240 ₹15,360 | 100 ₹6,400 | 80 ₹5,120 | 152.07 ₹9,732.48 | 124.38 ₹7,960.32 |
| 8.00 | PART B SETTLING TANK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. ALL KINDS OF SOIL | 209 | CUM | 49 ₹10,241 | 51 ₹10,659 | 47 ₹9,823 | 98 ₹20,482 | 65 ₹13,585 | 50 ₹10,450 | 120 ₹25,080 | 50 ₹10,450 | 50 ₹10,450 | 71.66 ₹14,976.94 | 58.61 ₹12,249.49 |
| 9.00 | 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). | 19 | CUM | 2,500 ₹47,500 | 2,000 ₹38,000 | 2,777 ₹52,763 | 2,560 ₹48,640 | 2,500 ₹47,500 | 3,300 ₹62,700 | 4,500 ₹85,500 | 2,800 ₹53,200 | 2,500 ₹47,500 | 2,902.86 ₹55,154.34 | 2,374.41 ₹45,113.79 |
| 10.00 | 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 derived from natural sources) | 25.65 | CUM | 3,700 ₹94,905 | 3,200 ₹82,080 | 3,777 ₹96,880.05 | 4,300 ₹1.1 L | 3,800 ₹97,470 | 4,100 ₹1.1 L | 5,800 ₹1.5 L | 2,800 ₹71,820 | 2,750 ₹70,537.50 | 3,713.73 ₹95,257.17 | 3,037.67 ₹77,916.24 |
Tender Value
₹49.6 L
EMD Value
₹62,100
Closing Date
2 Feb 2026, 5:00 pmClosed
Staff Officer Civil SECL Korba Area
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG)
Construction of ETP and Settling Tank at Surakachhar Main Mine at SECL Korba Area (Re-tender)
2026_SECL_350835_1
SECL/GM/C/eTender/25-26/134 Dt21.01.2026
Open Tender
Civil Works - Others
150 days
Office of General Manager SECL Korba Area
As per NIT
3 documents required · 3 mandatory
₹62,100
7 May 2026
21 Jan 2026
4 Feb 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
22 Jan 2026 - 26 Jan 2026
ETP Part A Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. ALL KINDS OF SOIL
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 up to 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
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).
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).
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
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. 110 mm diameter
PART B SETTLING TANK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. ALL KINDS OF SOIL
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).
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 derived from natural sources)
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 sizederived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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).
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 150mm dia nominal bore
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 150 mm diameter : Class I
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Total impact of GST for the purpose of CTC
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