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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.8 LAccepted-AOC KHAN TIMBER AND FURNITURE MART WARD NO 01 AMARKANTAK ROAD DHANPURI SHAHDOL MADHYA PRADESH 484114 | SHAHDOL | MADHYA PRADESH | 484114 | ₹31.8 L | L-1 | Accepted-AOC The bidder is the L-1 bidder |
| 2 | L-2₹32.0 LRejected-Finance 224 KAILASH NAGAR SHOBHAPUR COLONY DISTRICT BETUL MADHYA PRADESH PIN 460449 | BETUL | MADHYA PRADESH | 460449 | ₹32.0 L | L-2 | Rejected-Finance The bidder is not the L-1 bidder |
| 3 | L-3₹32.1 LRejected-Finance GURHI PATACHAURAI TEHSIL JUNAPARAO DISTRICT CHHINDWARA MADHYA PRADESH PIN 480449 | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480449 | ₹32.1 L | L-3 | Rejected-Finance The bidder is not the L-1 bidder |
| 4 | L-4₹34.3 LRejected-Finance WARD NO 18 NEAR NOORI MASJID DHANPURI DISTT SHAHDOL MP PIN 484114 | DHANPURI | SHAHDOL | MADHYA PRADESH | 484114 | ₹34.3 L | L-4 | Rejected-Finance The bidder is not the L-1 bidder |
| 5 | L-5₹41.8 LRejected-Finance CHETNA NAGAR WARD NO 13 AMARKANTAK ROAD AMARKANTAK TIRAHA DISTT ANUPPUR MP PIN 484224 | ANUPPUR | MADHYA PRADESH | 484224 | ₹41.8 L | L-5 | Rejected-Finance The bidder is not the L-1 bidder |
Tender Value
₹62.4 L
EMD Value
₹78,000
Closing Date
9 Mar 2026, 5:00 pmClosed
Staff Officer Civil SECL Sohagpur Area
Office of Staff Officer Civil SECL Sohagpur Area, GM Office, Dhanpuri, Distt. Shahdol , M.P. 484114
Repair and Maintenance of wing wall of Gogra nallah at Bangwar UG Mine under ABD Sub Area
2026_SECL_353744_1
SECL/SGP/SO(C)/ e-TENDER/2025-26/77 dt. 19.02.2026
Open Tender
Civil Works - Others
60 days
Sohagpur Area
As per NIT
5 documents required · 5 mandatory
₹78,000
29 May 2026
20 Feb 2026
11 Mar 2026
20 Feb 2026
9 Mar 2026
21 Feb 2026
20 Feb 2026 - 2 Mar 2026
Item Description/ Heading
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking Manure or sludge etc., lead up to 1.00 Km
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock
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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 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)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for Walls any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
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.
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.
Dry stone pitching 22.5 cm thick laid in courses and required profilewith hammer dressed stones having no side less than 15 cm, withminimum depth of 20 cm including preparing the bedding surfaceetc. all complete. (Payment for Stone to be made separately).
Brick work with Fly Ash bricks of class designation 50 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement: 6 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of whiting
Filling empty cement bags by available earth at site stiching it and placing etc., all complete as per Instruction of Engineer-In-Charge.
Total impact of GST for the purpose of CTC
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