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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC 197 NEAR ASHRAY HOTEL SITAMANI CHOUK KORBA C G 495677 | KORBA | CHHATTISGARH | 495677 | ₹8.9 L | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹9.0 LRejected-Finance | ₹9.0 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹10.6 LRejected-Finance MIG 105 R P NAGAR KORBA C G | ₹10.6 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹10.7 LRejected-Finance | ₹10.7 L | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹10.8 LRejected-Finance | ₹10.8 L | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | HANUMAN PRASAD AGRAWAL L3 | SHATRUGHAN SINGH L2 | Amit Agrawal L1 | APEX ENTERPRISES L4 | Vijay Kumar Chandra L6 | J M K TRANSPORT L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 83 | Sqm | 10 ₹830 | 5 ₹415 | 20 ₹1,660 | 13.46 ₹1,116.77 | 20.7 ₹1,718.10 | 10 ₹830 |
| 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. | 25 | Cum | 180 ₹4,500 | 60 ₹1,500 | 187 ₹4,675 | 121.78 ₹3,044.44 | 187.35 ₹4,683.75 | 100 ₹2,500 |
| 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). | 2.1 | Cum | 2,200 ₹4,620 | 1,500 ₹3,150 | 3,500 ₹7,350 | 3,354.42 ₹7,044.29 | 5,160.65 ₹10,837.36 | 3,200 ₹6,720 |
| 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 : 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 6.23 | Cum | 3,500 ₹21,805 | 2,500 ₹15,575 | 3,500 ₹21,805 | 3,720.96 ₹23,181.57 | 4,500 ₹28,035 | 3,400 ₹21,182 |
| 5.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 6,800 | Kg | 65 ₹4.4 L | 57 ₹3.9 L | 50 ₹3.4 L | 67.15 ₹4.6 L | 70 ₹4.8 L | 68 ₹4.6 L |
| 6.00 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work. | 254 | Sqm | 45 ₹11,430 | 25 ₹6,350 | 50 ₹12,700 | 68.97 ₹17,517.11 | 80 ₹20,320 | 55 ₹13,970 |
| 7.00 | 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. | 259 | Sqm | 490 ₹1.3 L | 460 ₹1.2 L | 450 ₹1.2 L | 395.07 ₹1.0 L | 465 ₹1.2 L | 500 ₹1.3 L |
| 8.00 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 80 | Sqm | 400 ₹32,000 | 380 ₹30,400 | 500 ₹40,000 | 475.05 ₹38,004.20 | - | 450 ₹36,000 |
| 9.00 | Carriage of material by mechanical transport including loading, unloading and stacking: Earth with one km lead. | 63 | cum | 100 ₹6,300 | 50 ₹3,150 | 50 ₹3,150 | 81.02 ₹5,104.42 | 124.65 ₹7,852.95 | 100 ₹6,300 |
| 10.00 | 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) | 14.88 | Cum | 3,800 ₹56,544 | 2,800 ₹41,664 | 3,300 ₹49,104 | 4,291.43 ₹63,856.48 | 5,200 ₹77,376 | 3,800 ₹56,544 |
Tender Value
₹16.5 L
EMD Value
₹20,700
Closing Date
20 Sept 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)
Provision of shed and False Ceiling work at DAV School of Korba Area
2025_SECL_343589_1
SECL/GM/KA/C/e-Tender/25-26/86 Dt. 08.09.2025
Open Tender
Civil Works - Others
30 days
Office of General Manager SECL Korba Area
As per NIT
3 documents required · 3 mandatory
₹20,700
5 Feb 2026
9 Sept 2025
22 Sept 2025
10 Sept 2025
20 Sept 2025
10 Sept 2025
10 Sept 2025 - 13 Sept 2025
Amount
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.
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 : 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, 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 to give an even shade :Two or more coats on new work.
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.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Carriage of material by mechanical transport including loading, unloading and stacking: Earth with one km lead.
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 of grade Fe-500D or more.
Brick work with clay flyash brick F.P.S. (non modular), class designation 7.5 in foundation and plinth in cement mortar 1:6 ( 1 cement : 6 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)
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI metal ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.50 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm ( both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
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 up to 1.5 m.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Total impact of GST for the purpose of CTC
SHATRUGHAN SINGH (BID ID -1185614)
HANUMAN PRASAD AGRAWAL (BID ID -1184959)
APEX ENTERPRISES (BID ID -1184993)
J M K TRANSPORT (BID ID -1185488)
Vijay Kumar Chandra (BID ID -1182752)
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