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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.2 LAdmitted-Finance | ₹48.2 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical GROUND FLOOR MAKAMLUANG JIRIBAM JIRIBAM BIDYANAGAR IMPHAL WEST MANIPUR 795115 | JIRIBAM | MANIPUR | 795115 | - | - | Rejected-Technical Non Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | SDA IMPEX PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00(A) LAND DEVELOPMENT & SOIL STABILISATION : | ||||
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. (a) All kind of soil | 2,791.8 | m3 | 900 ₹25,12,620 Lowest |
| 3.00 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, as directed by the Engineer-in- Charge. (a) Ordinary Rock | 310.2 | m3 | 155 ₹48,081 Lowest |
| 4.00 | Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base. | 195 | m3 | 650 ₹1,26,750 Lowest |
| 5.00(B) SAFETY EARTH BERM : | ||||
| 6.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kind of soil. | 211.8 | m3 | 300 ₹63,540 Lowest |
| 7.00(C) SHED ALONG THE WAITING AREA OF SHOOTING LINE :- | ||||
| 8.00 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. ( All kinds of soil.) | 20.36 | m3 | 110 ₹2,239.6 Lowest |
| 9.00 | 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. | 6.79 | m3 | 650 ₹4,413.5 Lowest |
| 10.00 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. | 14.11 | m3 | 750 ₹10,582.5 Lowest |
Tender Value
₹48.8 L
EMD Value
₹97,600
Closing Date
7 Apr 2026, 11:00 amClosed
DC/ED DRDA Tamenglong.
Office of the DC/ED DRDA Tamenglong.
Setting up of Archery Facilities at JNV school complex, Tamenglong.
2026_RDnPR_3347_1
DC/TML-JNV/DRDAQ(Tml)
Open Tender
Civil Works
Works
365 days
As Per Tender Document
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
DC/ED DRDA Tamenglong
₹97,600
8 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(A) LAND DEVELOPMENT & SOIL STABILISATION : | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. (a) All kind of soil | |||||
| 3 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, as directed by the Engineer-in- Charge. (a) Ordinary Rock | 1 | m3 | - | - |
| 4Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base. | |||||
| 5(B) SAFETY EARTH BERM : | |||||
| 6Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kind of soil. | |||||
| 7(C) SHED ALONG THE WAITING AREA OF SHOOTING LINE :- | |||||
| 8 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. ( All kinds of soil.) | 1 | m3 | - | - |
| 9Filling 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. | |||||
| 10 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. | 1 | m3 | - | - |
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