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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.7 LAccepted-AOC PATRI PANI BIJURI ANUPPUR MADHYA PRADESH 484 440 | BIJURI | ANUPPUR | MADHYA PRADESH | 484440 | ₹4.7 L Quoted ₹4.0 L | L-1 | Accepted-AOC ACCEPTED BEING ELIGIBLE L1 BIDDER AND ACCEPTABLE RATE. |
| 2 | Rejected-Technical | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
| 3 | Rejected-Technical WARD NO 14 RAMNAGAR DISTT ANUPPUR MADHYA PRADESH 484 440 | ANUPPUR | ANUPPUR | MADHYA PRADESH | 484440 | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
| 5 | Rejected-Technical WARD NO 17 T V TOWER ROAD MANENEDRAGARH DISTT M C B C G 497 442 | MANENDRAGARH | MANENDRAGARH CHIRMIRI BHARATPUR | CHHATTISGARH | 497442 | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
Tender Value
₹11.4 L
EMD Value
₹14,300
Closing Date
21 Feb 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), HASDEO AREA, SECL
OFFICE OF THE STAFF OFFICER (CIVIL), HASDEO AREA, GM OFFICE, SOUTHJHAGRAKHANDCOLLIERY,DISTT.- MANENDRAGARH- CHIRMIRI-BHARATPUR (C.G.)-497 448.NAMEAND MOBILE NUMBER OF CONTACT PERSON SHRI D. K. VISHWAKARMA, 75873 90016 (Phone)
Cross Drainage arrangement in front of Boom Barrier near main gate of the Kurja Mine Premises including Cemented Caution - Board on Surface above the existing and proposed depillared panels under Kurja Sub Area of Hasdeo Area.
2026_SECL_352142_1
GM/HSD/C/e-Tender/25-26/64 Date 09.02.2026
Open Tender
Civil Works - Others
120 days
Kurja sub area of Hasdeo Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹14,300
9 Mar 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
21 Feb 2026
11 Feb 2026
10 Feb 2026 - 14 Feb 2026
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. : 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Brick work with fly ash bricks of size (230 mm x 110 mm x 75 mm) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Brick work with clay fly ash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with fly ash bricks of size (230 mm x 110 mm x 75 mm ) of class designation 7.5 inSuprstructure above plinth level up to: Cement mortar 1:6 (1cement : 6 coarse sand)
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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).
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. Cold twisted bars
12 mm cement plaster finished with a floating coat ofneat cement : 1:4 (1 cement: 4 fine sand)
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)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
White washing with lime to give an even shade : New work (three or more coats)
Letter Writing Board, Wall Sign/ Slogan/ Ornamental painting including writing fixing with all tools, labours, materials complete job as per instruction of Engineer in charge.
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.
Total impact of GST for the purpose of CTC
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