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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.7 LAccepted-AOC WARD NO 17 T V TOWER ROAD MANENEDRAGARH DISTT M C B C G 497 442 | MANENDRAGARH | MANENDRAGARH CHIRMIRI BHARATPUR | CHHATTISGARH | 497442 | ₹18.7 L Quoted ₹15.8 L | L-1 | Accepted-AOC ACCEPTED BEING ELIGIBLE L1 BIDDER AND ACCEPTABLE RATE. |
| 2 | 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. |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
| 4 | Rejected-Technical AMAKHERWA SOUTH JHAGRAKHAND MANENDRAGARH CHHATTISGARH 497 448 | KOREA | CHHATTISGARH | 497448 | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
| 5 | Rejected-Technical | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
Tender Value
₹48.7 L
EMD Value
₹60,900
Closing Date
14 Mar 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), HASDEO AREA, SECL
OFFICE OF THE STAFF OFFICER (CIVIL), HASDEO AREA, GM OFFICE, SOUTH JHAGRAKHAND COLLIERY, DISTT.- MANENDRAGARH-CHIRMIRI-BHARATPUR (C.G.)-497 448. NAME AND MOBILE NUMBER OF CONTACT PERSON SHRI D.K. VISHWAKARMA, 94255 33508 (Phone)
Providing Drainage arrangement in front Satsang Center including drainage arrangement around CHP and B. Seam incline situated at Siding West JKD under JKD Sub Area of Hasdeo Area. (for Monsoon Preparation).
2026_SECL_355136_1
GM/HSD/C/e-Tender/25-26/69 Date 01.03.2026
Open Tender
Civil Works - Roads
120 days
JKD Sub Area of Hasdeo Area Dist. M.C.B. (C.G.)
Please refer Tender documents.
3 documents required · 3 mandatory
₹60,900
5 Apr 2026
2 Mar 2026
16 Mar 2026
2 Mar 2026
14 Mar 2026
3 Mar 2026
2 Mar 2026 - 7 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) 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. 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 40 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 derived from natural sources)
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. 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
Laying Reinforced Cement Concrete Pipe NP3/ prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP3/ prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) (Length 2.50mtr.) 600 mm dia. R.C.C. pipe
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.
CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking Earth Lead- 1.00 km
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
Hire Charge JCB including Driver and Helper with Fuel Charge as per instruction of Engineer in-charge. 08 hour per day
Total impact of GST for the purpose of CTC
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