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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAccepted-AOC 497339 | KOREA | CHHATTISGARH | 497339 | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.8 L+₹2.5 L (7.96%)Rejected-Finance AT KANDSAR P O BAHIMAR P S KATKAMSANDI DIST HAZARIBAG JHARKHAND | NA | NA | 835201 | L2 | Rejected-Finance L2 | |
| 3 | L3₹35.1 L+₹3.8 L (12.0%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹39.6 L+₹8.3 L (26.5%)Rejected-Finance BAIKUNTHPUR DISTRICT KOREA C G PIN 497335 | BAIKUNTHPUR | KOREA | CHHATTISGARH | 497335 | L4 | Rejected-Finance L4 | |
| 5 | L5₹54.3 L+₹23.0 L (73.3%)Rejected-Finance NEAR BHARTIYA VIDYA MADIR CHURCHA DISTT KOREA CHHATTISGARH 497339 | CHURCHA | KOREA | CHHATTISGARH | 497339 | L5 | Rejected-Finance L5 |
Tender Value
₹60.5 L
EMD Value
₹75,600
Closing Date
12 May 2025, 5:00 pmClosed
SO (Civil) SECL Baikunthpur Area
SO (Civil) SECL Baikunthpur Area
Providing proper Drainage system near pit bunker, D2 point and CHP premises to prevent disruption in operation and water stagnation during monsoon at Churcha(RO) Sub Area of Baikunthpur Area
2025_SECL_334249_1
SECL /BKP/ DGM(C) / e-T / 07
Open Tender
Civil Works - Others
Item Rate
30 days
Churcha
Please refer Tender documents.
5 documents required · 5 mandatory
₹75,600
29 May 2025
21 Apr 2025
14 May 2025
22 Apr 2025
12 May 2025
22 Apr 2025
21 Apr 2025 - 30 Apr 2025
Amount
Item Description/ Heading
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. All kinds of soil
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 upto 1.5 m.
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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)
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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 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. Cold twisted bars
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Total impact of GST for the purpose of CTC
satish kumar singh (BID ID -1153126)
VINAY JAISWAL (BID ID -1153123)
HARISHANKAR PANDEY (BID ID -1153132)
M/S D P LAHIRI (BID ID -1153089)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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