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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.2 LAccepted-AOC WARD NO 14 RAMNAGAR DISTT ANUPPUR MADHYA PRADESH 484 440 | ANUPPUR | ANUPPUR | MADHYA PRADESH | 484440 | ₹10.2 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 09 L C H COLONY KHONGAPANI MANENDRAGARH DISTT KOREA C G 497447 | MANENDRAGARH | KOREA | CHHATTISGARH | 497447 | - | - | Rejected-Technical NOT OPENED FOR TECHNICAL EVALUATION SINCE NOT BEING L1 BIDDER. HENCE REJECTED. |
Tender Value
₹21.6 L
EMD Value
₹27,000
Closing Date
18 Apr 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)
Temporary Repair work of Main Magazine approach Road at Rajnagar RO of Hasdeo Area.
2026_SECL_358041_1
GM/HSD/C/e-Tender/26-27/01 Date 06.04.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Rajnagar RO Sub Area of Hasdeo Area Dist.- Anuppur
Please refer Tender documents.
3 documents required · 3 mandatory
₹27,000
16 Jun 2026
7 Apr 2026
20 Apr 2026
7 Apr 2026
18 Apr 2026
8 Apr 2026
7 Apr 2026 - 11 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant mix method (with Mechanically crushed stone only) for grading- II Material | - | cum | - | - |
| 2 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant mix method (with Mechanically crushed stone only) for grading-III Material | - | cum | - | - |
| 3 | CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking Earth. Lead - 2 km | - | cum | - | - |
| 4 | Hire Charge JCB including Driver and Helper with Fuel Charge as per instruction of Engineer incharge. 08 hour per day | - | Hours | - | - |
| 5 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_370929.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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Tendernotice_3.pdf
PDF • 1.24 MB
BOQ_370929.xls
BOQ • 0.33 MB
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