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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.4 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹44.5 L+₹5.0 L (12.8%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹46.2 L+₹6.8 L (17.2%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹48.8 L+₹9.3 L (23.7%)Rejected-Finance | L4 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S AALIA CONSTRUCTION & ENGINEERS L2 | MEGA CONCRETE CONSTRUCTION ENGINEERS AND CONTRACTORS L4 | M/S GHULAM AHMAD ABDUL SAMAD L3 | M/S TAHAA BUILDERS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.50m wide and n exc 1.5m depth for foundation etc or for shafts, wells, etc and getting out in hard/ dense soil complete all as specified and directed. | 132 | Cum | 50 ₹6,600 Lowest | 250 ₹33,000 | 95 ₹12,540 | 250 ₹33,000 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed | 44 | Cum | 30 ₹1,320 Lowest | 250 ₹11,000 | 80 ₹3,520 | 250 ₹11,000 |
| 3.00 | Excavating over areas, exc 1.5m deep but n exc 3.0 m and getting out in hard/dense soil complete all as specified and directed | 41 | Cum | 30 ₹1,230 Lowest | 250 ₹10,250 | 75 ₹3,075 | 250 ₹10,250 |
| 4.00 | Returning filling incl spreading leveling watering and well rammings in layers n exc 25cm complete all as specified and directed. | 86 | Cum | 30 ₹2,580 Lowest | 80 ₹6,880 | 55 ₹4,730 | 90 ₹7,740 |
| 5.00 | Removal of surplus soil n exc 50m and depositing where dirtected at a level n exc 1.5m above the starting point complete all as specified and directed. | 131 | Cum | 20 ₹2,620 Lowest | 80 ₹10,480 | 70 ₹9,170 | 60 ₹7,860 |
| 6.00 | M&L for cement concrete 1:4:8 type D-2 (40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and directed. | 10.53 | Cum | 1,500 ₹15,795 Lowest | 2,500 ₹26,325 | 2,800 ₹29,484 | 3,000 ₹31,590 |
| 7.00 | Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished complete all as specified and directed by Engr-in-charge. | 24 | Sqm | 200 ₹4,800 Lowest | 250 ₹6,000 | 300 ₹7,200 | 270 ₹6,480 |
| 8.00 | Use & waste formwork for sides of concrete foundations, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 187.22 | Sqm | 150 ₹28,083 Lowest | 250 ₹46,805 | 200 ₹37,444 | 200 ₹37,444 |
| 9.00 | Use & waste formwork for sides of columns etc and similar work; vertical or to batter complete all as specified and directed. | 150.96 | Sqm | 200 ₹30,192 | 250 ₹37,740 | 210 ₹31,701.6 | 160 ₹24,153.6 Lowest |
| 10.00 | Use & waste for formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc complete all as specified and directed. | 232.37 | Sqm | 200 ₹46,474 | 300 ₹69,711 | 200 ₹46,474 | 190 ₹44,150.3 Lowest |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
7 Sept 2026, 6:00 pmClosed
Lt Col Ravinder Kumar, GE
GE 970 EWS, PIN-913970, c/o 56 APO
PROVN OF TWO SETS OF COMMUNITY TOILETS (EACH CONSISTING 10 x URINAL POINTS, 05 x WASHBASIN AND 20 x TOILET SEATS) AND WATER CONNECTION WITH 50 USERS SEPTIC TANK AND SOAKAGE WELL AT 256 TRANSIT CAMP IN OLD AIR FIELD, SRINAGAR UNDER GE 970 EWS
2026_MES_783691_1
GE 970 EWS-72(T)/2026-27
Open Tender
Civil Works
Item Rate
180 days
OLD AIR FIELD SRINAGAR
As per NIT
8 documents required · 8 mandatory
₹500
GE 970 EWS
₹87,000
Yes
6 Oct 2026
11 Aug 2026
9 Sept 2026
11 Aug 2026
7 Sept 2026
26 Aug 2026
11 Aug 2026 - 31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.50m wide and n exc 1.5m depth for foundation etc or for shafts, wells, etc and getting out in hard/ dense soil complete all as specified and directed. | 132 | Cum | - | - |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed | 44 | Cum | - | - |
| 3 | Excavating over areas, exc 1.5m deep but n exc 3.0 m and getting out in hard/dense soil complete all as specified and directed | 41 | Cum | - | - |
| 4 | Returning filling incl spreading leveling watering and well rammings in layers n exc 25cm complete all as specified and directed. | 86 | Cum | - | - |
| 5 | Removal of surplus soil n exc 50m and depositing where dirtected at a level n exc 1.5m above the starting point complete all as specified and directed. | 131 | Cum | - | - |
| 6 | M&L for cement concrete 1:4:8 type D-2 (40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and directed. | 10.53 | Cum | - | - |
| 7 | Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished complete all as specified and directed by Engr-in-charge. | 24 | Sqm | - | - |
| 8 | Use & waste formwork for sides of concrete foundations, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 187.22 | Sqm | - | - |
| 9 | Use & waste formwork for sides of columns etc and similar work; vertical or to batter complete all as specified and directed. | 150.96 | Sqm | - | - |
| 10 | Use & waste for formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc complete all as specified and directed. | 232.37 | Sqm | - | - |
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