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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAccepted-AOC 496665 | RAIGARH | CHHATTISGARH | 496665 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹67.4 L+₹1.1 L (1.61%)Rejected-Finance WARD NO 21 LIG 136 R P NAGAR DISTT KORBA CHHATTISGARH 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | L2 | Rejected-Finance Not L1 Bidder |
Tender Value
₹96.9 L
EMD Value
₹1.2 L
Closing Date
29 Jan 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staff Officer Mining SECL Korba Area
Office of the General Manager Korba Area Post and District Korba Chhattisgarh
Construction of 57 Nos. RCC sectionalisation stopping at 22LE panel, 55LW rise panel, 55LW dip panel and 68LW rise panel at Dhelwadih UG Mine, Korba Area.
2025_SECL_325265_1
SECL/KB/GM/SO(M)/eNIT/24-25/07
Open Tender
Civil Works - Buildings
Item Rate
350 days
Korba
As per NIT
5 documents required · 5 mandatory
₹1.2 L
20 Mar 2025
9 Jan 2025
31 Jan 2025
9 Jan 2025
29 Jan 2025
10 Jan 2025
9 Jan 2025 - 18 Jan 2025
Amount
Groove cutting in roof/ floor (Hard Stone) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Groove cutting in roof/ floor (Coal) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Malma Cleaning/removal of silt, muck, debris etc deposited in underground galleries, sump,drain and stacking/loading the same into mine tub or into belt conveyor as per the site requirement within a lead of 30 m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Loading of material (Cement) into tub on surface within a lead of 50m.
Loading of material (Sand) into tub on surface within a lead of 50m.
Loading of material (Stone Chips) into tub on surface within a lead of 50m.
Loading of material (Steel) into tub on surface within a lead of 50m.
Unloading of material (Cement) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate) (Additional 3 leads)
Unloading of material (Sand) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate) (Additional 3 leads)
Unloading of material (Stone Chips) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate) (Additional 3 leads)
Unloading of material (Steel) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate) (Additional 3 leads)
Manual pushing of (Cement) tubs in underground for every 30m. or part thereof in excess of first 30m. 64 leads (64x Rs. 4.03)= 257.92
Manual pushing of (Sand) tubs in underground for every 30m. or part thereof in excess of first 30m. 64 leads (64x Rs. 4.03)= 257.92
Manual pushing of (Stone Chips) tubs in underground for every 30m. or part thereof in excess of first 30m. 64 leads (64x Rs. 4.03)= 257.92
Manual pushing of (Steel) tubs in underground for every 30m. or part thereof in excess of first 30m. 64 leads (64x Rs. 4.03)= 257.92
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). DSR Item No. 5.1.2
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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR Item No. 5.2.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level for Cold twisted bars. DSR Item No. 5.22.3
12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand). DSR Item No. 13.4.2
Neat cement punning. DSR item no 13.18
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR Item No. 5.9.2
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work DSR item no. 13.60.1
Total impact of GST for the purpose of CTC
UTILITY ENTERPRISES (BID ID -1120734)
technical_337174.pdf
PDF • 0.72 MB
techsummary_337174.pdf
PDF • 0.38 MB
BOQ Comparative Chart
xlsx • 0.01 MB
finsummary_337174.pdf
PDF • 0.41 MB
LOA.pdf
PDF • 0.97 MB
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