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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC NEAR SHIVMANDIR MANIKPUR SECL KORBA CG 495682 | KORBA | CHHATTISGARH | 495682 | ₹4.4 L | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹4.7 LRejected-Finance | ₹4.7 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹4.8 LRejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | ₹4.8 L | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L4₹4.8 LRejected-Finance EAST KAJORA COLLIERY PO DAKSHIN KHANDA BARDHAMAN 713338 WEST BENGAL INDIA | BARDHAMAN | PASCHIM BARDHAMAN | WEST BENGAL | 713338 | ₹4.8 L | L4 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | RAJESH SINGH L4 | Jai Maa Bhawani Construction and Suppliers L6 | SHATRUGHAN SINGH L2 | RAJESH KUMAR SINGH L7 | SHRIVASTAV ASSOCIATES L3 | MK Associates L5 | G.R.TANDAN L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 35.2 | Cum | 80 ₹2,816 | 90 ₹3,168 | 70 ₹2,464 | 100 ₹3,520 | 70 ₹2,464 | 70 ₹2,464 | 66.96 ₹2,356.99 |
| 2.00 | 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). | 2.64 | Cum | 1,800 ₹4,752 | 2,800 ₹7,392 | 1,600 ₹4,224 | 3,000 ₹7,920 | 1,600 ₹4,224 | 2,500 ₹6,600 | 2,600 ₹6,864 |
| 3.00 | 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) | 6.07 | Cum | 3,000 ₹18,210 | 4,100 ₹24,887 | 2,800 ₹16,996 | 3,200 ₹19,424 | 3,000 ₹18,210 | 2,800 ₹16,996 | 3,400 ₹20,638 |
| 4.00 | 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 | 485.6 | Kg | 55 ₹26,708 | 65 ₹31,564 | 55 ₹26,708 | 5 ₹2,428 | 60 ₹29,136 | 65 ₹31,564 | 46 ₹22,337.60 |
| 5.00 | Half Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in : - Cement mortar 1:4 (1 cement : 4 coarse sand) | 163.12 | Sqm | 350 ₹57,092 | 290 ₹47,304.80 | 290 ₹47,304.80 | 450 ₹73,404 | 375 ₹61,170 | 300 ₹48,936 | 310 ₹50,567.20 |
| 6.00 | Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in :
- Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.96 | Cum | 2,800 ₹8,288 | 3,600 ₹10,656 | 2,800 ₹8,288 | 3,100 ₹9,176 | 2,800 ₹8,288 | 3,000 ₹8,880 | 3,173.78 ₹9,394.39 |
| 7.00 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 438.95 | Sqm | 100 ₹43,895 | 100 ₹43,895 | 110 ₹48,284.50 | 110 ₹48,284.50 | 90 ₹39,505.50 | 110 ₹48,284.50 | 116.45 ₹51,115.73 |
| 8.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 112.25 | Sqm | 280 ₹31,430 | 210 ₹23,572.50 | 200 ₹22,450 | 250 ₹28,062.50 | 190 ₹21,327.50 | 230 ₹25,817.50 | 195 ₹21,888.75 |
| 9.00 | Providing and laying vitrified Parking tiles in sizes 400x400mm and thickness 12mm with of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 400x400 mm | 92.5 | Sqm | 500 ₹46,250 | 570 ₹52,725 | 550 ₹50,875 | 700 ₹64,750 | 630 ₹58,275 | 650 ₹60,125 | 498 ₹46,065 |
| 10.00 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 219.14 | Sqm | 470 ₹1.0 L | 430 ₹94,230.20 | 470 ₹1.0 L | 495 ₹1.1 L | 485 ₹1.1 L | 450 ₹98,613 | 295 ₹64,646.30 |
Tender Value
₹8.8 L
EMD Value
₹11,000
Closing Date
21 Oct 2025, 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)
Repair and maintenance of damaged garage and boundary wall, guard room in D type duplex qtr, at Manikpur OCP of Korba Area
2025_SECL_345111_1
SECL/GM/C/eTender/25-26/100 Dt10.10.2025
Open Tender
Civil Works - Others
30 days
Office of General Manager SECL Korba Area
As per NIT
3 documents required · 3 mandatory
₹11,000
4 Feb 2026
10 Oct 2025
23 Oct 2025
11 Oct 2025
21 Oct 2025
11 Oct 2025
11 Oct 2025 - 14 Oct 2025
Amount
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
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).
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)
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
Half Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in : - Cement mortar 1:4 (1 cement : 4 coarse sand)
Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in : - Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Providing and laying vitrified Parking tiles in sizes 400x400mm and thickness 12mm with of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 400x400 mm
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sum)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
Carriage of material by mechanical transport including loading, unloading and stacking:Earth with two km lead.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet
Total impact of GST for the purpose of CTC
SHATRUGHAN SINGH (BID ID -1191843)
SHRIVASTAV ASSOCIATES (BID ID -1191234)
RAJESH SINGH (BID ID -1190561)
MK Associates (BID ID -1191167)
Jai Maa Bhawani Construction and Suppliers (BID ID -1191824)
RAJESH KUMAR SINGH (BID ID -1191438)
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