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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹41.2 LAccepted-AOC NEAR BHARTIYA VIDYA MADIR CHURCHA DISTT KOREA CHHATTISGARH 497339 | CHURCHA | KOREA | CHHATTISGARH | 497339 | L-1 | Accepted-AOC Accepted due to L-1 | |
| 2 | L-2₹35.4 L+₹41,838.31 (1.20%)Rejected-Finance A 49 10 VINDHYA COLONY PINOURA DISTRICT UMARIA MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | L-2 | Rejected-Finance Rejected due to L-2 | |
| 3 | L-3₹37.4 L+₹2.4 L (6.97%)Rejected-Finance | L-3 | Rejected-Finance Rejected due to L-3 | |
| 4 | L-4₹49.3 L+₹14.3 L (40.7%)Rejected-Finance MAIN ROAD BISHRAMPUR SURAJPUR CG 497226 | SURAJPUR | CHHATTISGARH | 497226 | L-4 | Rejected-Finance Rejected due to L-4 | |
| 5 | Rejected-Technical WARD NO 14 CHURCHA COLLIERY DISTT KORIYA C G PIN 497339 | KOREA | CHHATTISGARH | 497339 | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/S D P LAHIRI L1 | ABADH KISHOR SHARMA L2 | Agrico Steel Engineering Works L4 | SHREE KANHA CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.01Item Description/ Heading | |||||||
| 1.02 | 10.2 : 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. | 58,903.2 | kg | 36 ₹21,20,515.2 Lowest | 45.26 ₹26,65,958.83 | 59.1 ₹34,81,179.12 | 46.5 ₹27,38,998.8 |
| 1.03 | 15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. Including dismembering and stacking within 50metres lead. | 2,945.16 | kg | 6 ₹17,670.96 | 4 ₹11,780.64 | 7.2 ₹21,205.15 | 2.5 ₹7,362.9 Lowest |
| 1.04 | 2.8 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.(for the measurement
2.8.1 All kinds of soil
(4.5mtr x 1.5mtr x 1mtr x 06nos = 40.5cum) | 40.5 | Cum | 300 ₹12,150 | 150 ₹6,075 Lowest | 402.88 ₹16,316.64 | 250 ₹10,125 |
| 1.05 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
-All work upto plinth level: 1:4:8 ( 1 Cement: 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size natural sources)
(for the measurement 04mtr x 1.5mtr x 01mtr x 6nos = 36cum) | 36 | Cum | 6,300 ₹2,26,800 | 3,808 ₹1,37,088 Lowest | 6,333 ₹2,27,988 | 4,500 ₹1,62,000 |
| 1.06 | 5.2 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
(for the measurement 04mtr x 01mtr x 02mtr x 6nos = 48cum) | 48 | Cum | 9,000 ₹4,32,000 | 4,854 ₹2,32,992 Lowest | 10,320 ₹4,95,360 | 5,800 ₹2,78,400 |
| 1.07 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
(for the measurement 3.5mtr x 01mtr x 02mtr x 6nos = 42cum)) | 48 | Cum | 900 ₹43,200 | 300 ₹14,400 Lowest | 1,200 ₹57,600 | 450 ₹21,600 |
| 1.08 | 5.22 : Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
5.22.3 : Cold twisted bars | 3,195 | kg | 81 ₹2,58,795 | 65 ₹2,07,675 Lowest | 81 ₹2,58,795 | 70 ₹2,23,650 |
| 1.09 | 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
13.61.1 Two or more coats on new work | 1,074 | sqm | 180 ₹1,93,320 | 100 ₹1,07,400 Lowest | 179.1 ₹1,92,353.4 | 105 ₹1,12,770 |
| 1.10 | 12.50 Providing and fixing pre coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)0.50mm(+0.05%)Total coated thickness with Zinc coating 120gsm as per IS:277 in approved by Engineer-in-charge) 0.05 mm. 240 mpa mm 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 while 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 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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. | 300 | sqm | 600 ₹1,80,000 | 489 ₹1,46,700 Lowest | 542.1 ₹1,62,630 | 600 ₹1,80,000 |
Tender Value
₹58.0 L
EMD Value
₹72,500
Closing Date
15 Apr 2025, 6:00 pmClosed
SO EnM, SECL BHATGAON AREA
OFFICE OF SO EnM, SECL BHATGAON AREA
Temporary extension of discharge platform with additional column support structure along with walkway of TB-1 Belt Conveyor without interfering the original structures of surface bunkers required for discharging transported coal at concrete floor new
2025_SECL_333357_1
GM/Bhat/EM/e-open tender/2024-25/70 dtd. 26.03.2025
Open Tender
Miscellaneous Works
Item Rate
60 days
SECL, BHATGAON AREA
Refer to NIT
5 documents required · 5 mandatory
₹72,500
12 Sept 2025
27 Mar 2025
16 Apr 2025
27 Mar 2025
15 Apr 2025
27 Mar 2025
27 Mar 2025 - 7 Apr 2025
Amount
Item Description/ Heading
10.2 : 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.
15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. Including dismembering and stacking within 50metres lead.
2.8 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.(for the measurement 2.8.1 All kinds of soil (4.5mtr x 1.5mtr x 1mtr x 06nos = 40.5cum)
4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: 1:4:8 ( 1 Cement: 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size natural sources) (for the measurement 04mtr x 1.5mtr x 01mtr x 6nos = 36cum)
5.2 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (for the measurement 04mtr x 01mtr x 02mtr x 6nos = 48cum)
5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. (for the measurement 3.5mtr x 01mtr x 02mtr x 6nos = 42cum))
5.22 : Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 5.22.3 : Cold twisted bars
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 13.61.1 Two or more coats on new work
12.50 Providing and fixing pre coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)0.50mm(+0.05%)Total coated thickness with Zinc coating 120gsm as per IS:277 in approved by Engineer-in-charge) 0.05 mm. 240 mpa mm 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 while 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 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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.
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (+0.05%) total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :
Total impact of GST for the purpose of CTC
ABADH KISHOR SHARMA (BID ID -1148646)
SHREE KANHA CONSTRUCTION (BID ID -1148616)
Agrico Steel Engineering Works (BID ID -1148689)
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