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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAdmitted-Finance DUDWAN DIST KUPWARA JAMMU KASHMIR 193222 | KUPWARA | JAMMU AND KASHMIR | 193222 | ₹34.0 L | L1 | Admitted-Finance |
| 2 | L2₹36.8 L+₹2.8 L (8.24%)Admitted-Finance | ₹36.8 L+₹2.8 L (8.24%) | L2 | Admitted-Finance |
| 3 | L3₹37.1 L+₹3.1 L (9.11%)Admitted-Finance | ₹37.1 L+₹3.1 L (9.11%) | L3 | Admitted-Finance |
| 4 | L4₹39.1 L+₹5.1 L (14.9%)Admitted-Finance | ₹39.1 L+₹5.1 L (14.9%) | L4 | Admitted-Finance |
| 5 | L5₹39.7 L+₹5.7 L (16.8%)Admitted-Finance | ₹39.7 L+₹5.7 L (16.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | patriotic builders L4 | M/S BEE AAY CONSTRUCTIONS L5 | MS NASEER AHMAD PEERZADA L1 | M/S AK CONSTRUCTION L2 | M/S GHULAM AHMAD BABA L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exceeding 1.50m deep and getting out in any type of soil complete all as specified and directed. | 118.84 | Cum | 150 ₹17,826 Lowest | 150 ₹17,826 Lowest | 180 ₹21,391.2 | 250 ₹29,710 | 220 ₹26,144.8 |
| 2.00 | Excavation over area excavation exceeding 1.50m and not exceeding 3m in any type of soil complete all as specified and directed. | 107.14 | Cum | 150 ₹16,071 Lowest | 150 ₹16,071 Lowest | 180 ₹19,285.2 | 250 ₹26,785 | 220 ₹23,570.8 |
| 3.00 | Excavation over area excavation exceeding 3.00 m and not exceeding 3.50 m in any type of soil complete all as specified and directed. | 7.86 | Cum | 150 ₹1,179 Lowest | 150 ₹1,179 Lowest | 180 ₹1,414.8 | 300 ₹2,358 | 220 ₹1,729.2 |
| 4.00 | Excavation in trenches, n exc 1.50 mtr wide and n. Exc 1.50mtr in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n exc 10 sqm on plan and getting out complete all as specified and directed. | 43.72 | Cum | 150 ₹6,558 Lowest | 150 ₹6,558 Lowest | 180 ₹7,869.6 | 300 ₹13,116 | 220 ₹9,618.4 |
| 5.00 | M & L PCC M-15 grade delivered on bunker using 40mm graded crushed stone aggregate complete all as specified and directed. | 7.92 | Cum | 7,500 ₹59,400 | 7,800 ₹61,776 | 5,500 ₹43,560 | 4,000 ₹31,680 Lowest | 6,800 ₹53,856 |
| 6.00 | M & L PCC 1:4:8 type D-2 cement using 40mm graded crushed stone aggregate as in foundations, filling and mass complete all as specified and directed. | 3.33 | Cum | 5,000 ₹16,650 | 5,000 ₹16,650 | 5,000 ₹16,650 | 4,000 ₹13,320 Lowest | 7,000 ₹23,310 |
| 7.00 | M&L for RCC M-25 design mix using 20mm graded aggregates foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 21.8 | Cum | 10,500 ₹2,28,900 | 11,000 ₹2,39,800 | 7,500 ₹1,63,500 | 7,000 ₹1,52,600 Lowest | 10,000 ₹2,18,000 |
| 8.00 | M&L for RCC M-25 design mix using 20mm graded aggregates in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. | 36.9 | Cum | 10,500 ₹3,87,450 | 11,000 ₹4,05,900 | 7,900 ₹2,91,510 Lowest | 8,000 ₹2,95,200 | 10,000 ₹3,69,000 |
| 9.00 | M&L for RCC M-25 design mix using 20mm graded aggregates in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. | 9.89 | Cum | 10,500 ₹1,03,845 | 11,000 ₹1,08,790 | 7,900 ₹78,131 Lowest | 8,000 ₹79,120 | 10,500 ₹1,03,845 |
| 10.00 | M&L MS TMT bars 10mm dia and over cut to length, bent to shape required incl. cutting, cranking, hooking ends and binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 12,687.3 | KG | 109 ₹13,82,915.7 | 109 ₹13,82,915.7 | 92 ₹11,67,231.6 Lowest | 110 ₹13,95,603 | 115 ₹14,59,039.5 |
Tender Value
Refer Docs
EMD Value
₹77,600
Closing Date
27 Aug 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
SPL REPAIR TO BLDG NO T-77 AT CHAMKOT AND PROVN OF SEPTIC TANK WITH ALLIED INFRA AT NIYARI UNDER THE AOR OF GE 874 EWS.
2026_MES_781892_1
GE 874/EWS-82/2026-27
Open Tender
Civil Works
Works
180 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE 874 EWS
₹77,600
Yes
8 Sept 2026
31 Jul 2026
29 Aug 2026
31 Jul 2026
27 Aug 2026
15 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| 1 | Excavation over area not exceeding 1.50m deep and getting out in any type of soil complete all as specified and directed. | 118.84 | Cum | - | - | INR Zero Only |
| - | Excavation over area excavation exceeding 1.50m and not exceeding 3m in any type of soil complete all as specified and directed. | 107.14 | Cum | - | - | INR Zero Only |
| - | Excavation over area excavation exceeding 3.00 m and not exceeding 3.50 m in any type of soil complete all as specified and directed. | 7.86 | Cum | - | - | INR Zero Only |
| - | Excavation in trenches, n exc 1.50 mtr wide and n. Exc 1.50mtr in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n exc 10 sqm on plan and getting out complete all as specified and directed. | 43.72 | Cum | - | - | - |
| - | M & L PCC M-15 grade delivered on bunker using 40mm graded crushed stone aggregate complete all as specified and directed. | 7.92 | Cum | - | - | INR Zero Only |
| - | M & L PCC 1:4:8 type D-2 cement using 40mm graded crushed stone aggregate as in foundations, filling and mass complete all as specified and directed. | 3.33 | Cum | - | - | INR Zero Only |
| - | M&L for RCC M-25 design mix using 20mm graded aggregates foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 21.8 | Cum | - | - | INR Zero Only |
| - | M&L for RCC M-25 design mix using 20mm graded aggregates in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. | 36.9 | Cum | - | - | INR Zero Only |
| - | M&L for RCC M-25 design mix using 20mm graded aggregates in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. | 9.89 | Cum | - | - | INR Zero Only |
| - | M&L MS TMT bars 10mm dia and over cut to length, bent to shape required incl. cutting, cranking, hooking ends and binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 12,687.3 | KG | - | - | INR Zero Only |
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