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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹24.5 L (9.30%)Admitted-Finance UNIT NO 424 EROS CITY SQUARE ROSEWOOD CITY GURUGRAM HARYANA | ₹2.9 Cr+₹24.5 L (9.30%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 Cr+₹24.8 L (9.42%)Admitted-Finance | ₹2.9 Cr+₹24.8 L (9.42%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical GROUND FLOOR MAKAMLUANG JIRIBAM JIRIBAM BIDYANAGAR IMPHAL WEST MANIPUR 795115 | JIRIBAM | MANIPUR | 795115 | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | ZERO GRAVITY L1 | GALLANT SPORTS AND INFRA PRIVATE LIMITED L2 | SDA IMPEX PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00(A) 7- A SIDE FOOT BALL FIELD : | ||||||
| 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 | 8,799.8 | m3 | 411.97 ₹36,25,253.61 | 20 ₹1,75,996 Lowest | 2,450 ₹2,15,59,510 |
| 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 | 977.8 | m3 | 688.13 ₹6,72,853.51 | 80 ₹78,224 Lowest | 2,230 ₹21,80,494 |
| 4.00 | Compacting original ground supporting subgrage (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction). | 3,036 | m2 | 91.04 ₹2,76,397.44 | 75 ₹2,27,700 Lowest | 250 ₹7,59,000 |
| 5.00 | Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per cluase 401, Grading I Material | 360 | m3 | 2,927.04 ₹10,53,734.4 | 9,100 ₹32,76,000 | 300 ₹1,08,000 Lowest |
| 6.00 | Construction of Drain and drain cover around the perimeter of the Football field | 200 | meter | 7,416.68 ₹14,83,336 | 3,500 ₹7,00,000 | 450 ₹90,000 Lowest |
| 7.00 | Providing & Laying 200micron GSM Geotextile sheet | 2,400 | m2 | 96.39 ₹2,31,336 Lowest | 150 ₹3,60,000 | 350 ₹8,40,000 |
| 8.00 | Providing & Laying PVC Perforated Pipes 200 mm dia @ slope of 1:300 | 480 | meter | 1,178.1 ₹5,65,488 | 2,200 ₹10,56,000 | 300 ₹1,44,000 Lowest |
| 9.00 | Artificial Turf 52 mm pile Height FIFA approved with the infill of silica and rubber as per manufacturer's specifications | 2,400 | m2 | 4,744.53 ₹1,13,86,872 | 7,085 ₹1,70,04,000 | 150 ₹3,60,000 Lowest |
| 10.00(B) CHAIN LINK FENCING : | ||||||
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
7 Apr 2026, 11:00 amClosed
DC/ED DRDA Tamenglong.
Office of the DC/ED DRDA Tamenglong.
Construction of 7 a side foot ball turf ground with fencing and providing High Mast Lighting System at JNV school complex, Tamenglong.
2026_RDnPR_3347_4
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
₹5,000
DC/ED DRDA Tamenglong
₹5.8 L
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) 7- A SIDE FOOT BALL FIELD : | |||||
| 2 | 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 | 1 | m3 | - | - |
| 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 | - | - |
| 4Compacting original ground supporting subgrage (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction). | |||||
| 5Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per cluase 401, Grading I Material | |||||
| 6Construction of Drain and drain cover around the perimeter of the Football field | |||||
| 7Providing & Laying 200micron GSM Geotextile sheet | |||||
| 8Providing & Laying PVC Perforated Pipes 200 mm dia @ slope of 1:300 | |||||
| 9Artificial Turf 52 mm pile Height FIFA approved with the infill of silica and rubber as per manufacturer's specifications | |||||
| 10(B) CHAIN LINK FENCING : | |||||
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