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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.0 LAccepted-AOC | ₹8.0 L | L-1 | Accepted-AOC Bidder is the L-1 bidder. |
| 2 | Rejected-Technical WARD NO 04 BEHIND GM OFFICE DHANPURI DISTT SHAHDOL M P 484114 | SHAHDOL | MADHYA PRADESH | 484114 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
| 3 | Rejected-Technical | - | - | Rejected-Technical bidder is not the L-1 bidder. |
| 4 | Rejected-Technical HOUSE NO 231 DHANPURI NO 3 WARD NO 04 CHOTI AMLAI DISTT SHAHDOL M P 484114 | SHAHDOL | MADHYA PRADESH | 484114 | - | - | Rejected-Technical bidder is not the L-1 bidder. |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder is not the L-1 bidder. |
Tender Value
₹20.1 L
EMD Value
₹25,100
Closing Date
20 Jan 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
Filling covering and closing incline mouth of Burhar UG no 1 inside Burhar Group office Area under Burhar Sharda Sub Area
2026_SECL_350866_1
SECL/SGP/SO(C)/ e-TENDER/2025-26/65 dt. 08.01.2026
Open Tender
Civil Works - Others
45 days
Sohagpur Area
As per NIT
3 documents required · 3 mandatory
₹25,100
19 Feb 2026
9 Jan 2026
22 Jan 2026
9 Jan 2026
20 Jan 2026
10 Jan 2026
9 Jan 2026 - 17 Jan 2026
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, for all lift, 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 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)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
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.
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.
Brick work with fly ash bricks of class designation 50 con-forming to IS: 2222 -1991 in superstructure above plinth level upto floor five level incement mortar 1:6(1 cement : 6 coarse sand):With Fly Ash bricks.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine 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
Extra lead for carriage of earth by mechanical means wihout loading and unloading, lead upto 5.00 km over initial lead.
Total impact of GST for the purpose of CTC
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