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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹62.3 LAccepted-AOC | ₹62.3 L Quoted ₹52.8 L | L-1 | Accepted-AOC Bidder is the L-1 bidder. |
| 2 | L-2₹56.9 L+₹4.1 L (7.76%)Rejected-Finance | ₹56.9 L+₹4.1 L (7.76%) | L-2 | Rejected-Finance Bidder is not the L-1 bidder. |
| 3 | L-3₹72.9 L+₹20.2 L (38.3%)Rejected-Finance WARD NO 1 BIJURI MADHYA PRADESH 484 440 | ANUPPUR | MADHYA PRADESH | 484440 | ₹72.9 L+₹20.2 L (38.3%) | L-3 | Rejected-Finance Bidder is not the L-1 bidder. |
| 4 | Rejected-Technical WARD NO 09 L C H COLONY KHONGAPANI MANENDRAGARH DISTT KOREA C G 497447 | MANENDRAGARH | KOREA | CHHATTISGARH | 497447 | - | - | Rejected-Technical TC found that the bidder is not eligible for opening of Price Bid |
| Sl No | Description | Qty | Unit | VIJAY CHANDRA TRIPATHI L3 | J S D ENTERPRISES L2 | RISHI DEV YADAV L1 |
|---|---|---|---|---|---|---|
| 1.01 | 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. | 1,642 | Cum | 1,150 ₹18,88,300 | 950 ₹15,59,900 | 777.32 ₹12,76,359.44 Lowest |
| 1.02 | 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. | 2,737 | Cum | 1,400 ₹38,31,800 | 1,020 ₹27,91,740 Lowest | 1,029 ₹28,16,373 |
| 1.03 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. : Hard Shoulders (CBR value >12) . | 780 | Cum | 155 ₹1,20,900 | 120 ₹93,600 | 112 ₹87,360 Lowest |
| 1.04 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials CBR>7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | 8,181 | Cum | 150 ₹12,27,150 | 115 ₹9,40,815 | 107 ₹8,75,367 Lowest |
| 1.05 | 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. | 94.1 | Cum | 100 ₹9,410 Lowest | 151 ₹14,209.1 | 137 ₹12,891.7 |
| 1.06 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 9.9 | Cum | 1,100 ₹10,890 | 1,020 ₹10,098 | 713 ₹7,058.7 Lowest |
| 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 20 | Cum | 3,000 ₹60,000 | 4,050 ₹81,000 | 2,935 ₹58,700 Lowest |
| 1.08 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 6,300 | Sqm | 9.9 ₹62,370 Lowest | 16.4 ₹1,03,320 | 13 ₹81,900 |
| 1.09 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 900 mm dia. R.C.C. pipe | 40 | Metre | 2,100 ₹84,000 | 2,280 ₹91,200 | 1,511 ₹60,440 Lowest |
| 2.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - |
Tender Value
₹99.2 L
EMD Value
₹1.2 L
Closing Date
4 May 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
Providing Temporary Approach Road to connect PWD Road to CHP and RCC Silo site at Rampur Batura OCP Under Sohagpur Area
2026_SECL_358197_1
SECL/SGP/SO(C)/ e-TENDER/2026-27/06 dtd. 09.04.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Sohagpur Area
As Per Nit
5 documents required · 5 mandatory
₹1.2 L
8 Sept 2026
17 Apr 2026
6 May 2026
17 Apr 2026
4 May 2026
18 Apr 2026
17 Apr 2026 - 28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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. | - | Cum | - | - |
| 1.02 | 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. | - | Cum | - | - |
| 1.03 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. : Hard Shoulders (CBR value >12) . | - | Cum | - | - |
| 1.04 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials CBR>7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | - | Cum | - | - |
| 1.05 | 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. | - | Cum | - | - |
| 1.06 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - |
| 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - |
| 1.08 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | Sqm | - | - |
| 1.09 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 900 mm dia. R.C.C. pipe | - | Metre | - | - |
| 2 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - |
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