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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-AOC | ₹34.1 L | L1 | Accepted-AOC Li bid |
| 2 | L2₹35.8 LRejected-AOC R O VIJHARA LOWDARA BANDIPORA KASHMIR J K 193502 | BANDIPORA | JAMMU AND KASHMIR | 193502 | ₹35.8 L | L2 | Rejected-AOC Other than L1 bid |
| 3 | L3₹36.9 LRejected-AOC | ₹36.9 L | L3 | Rejected-AOC Other than L1 bid |
| 4 | L4₹38.5 LRejected-AOC DUDWAN DIST KUPWARA JAMMU KASHMIR 193222 | KUPWARA | JAMMU AND KASHMIR | 193222 | ₹38.5 L | L4 | Rejected-AOC Other than L1 bid |
| 5 | L5₹39.3 LRejected-AOC | ₹39.3 L | L5 | Rejected-AOC Other than L1 bid |
| Sl No | Description | Qty | Unit | MS SHEIKH NADEEM AKBAR L1 | MS NASEER AHMAD PEERZADA L4 | M/s Shamas Parwaiz Bhat L2 | M/S ASMATULLAH SHAH L3 | M/S ABDUL AHAD RATHER L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface excavation n. exc in soft/Loose soil (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed. | 162 | Sqm | 80 ₹12,960 | 11 ₹1,782 Lowest | 19 ₹3,078 | 60 ₹9,720 | 100 ₹16,200 |
| 2.00 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 128 | Cum | 200 ₹25,600 | 200 ₹25,600 | 333 ₹42,624 | 150 ₹19,200 Lowest | 150 ₹19,200 Lowest |
| 3.00 | All as per Ser No 1 above but 1.5 m to 3 m deep. | 128 | Cum | 300 ₹38,400 | 220 ₹28,160 | 444 ₹56,832 | 150 ₹19,200 Lowest | 150 ₹19,200 Lowest |
| 4.00 | All as per Ser No 1 above but over 3 m deep. | 68 | Cum | 350 ₹23,800 | 230 ₹15,640 | 555 ₹37,740 | 200 ₹13,600 Lowest | 200 ₹13,600 Lowest |
| 5.00 | M&L for cement concrete (1:4:8), type D-2 (using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 16 | Cum | 4,700 ₹75,200 | 7,400 ₹1,18,400 | 5,700 ₹91,200 | 3,700 ₹59,200 Lowest | 4,500 ₹72,000 |
| 6.00 | M&L for RCC Design Mix M-30 as in 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 directed. | 32 | Cum | 11,000 ₹3,52,000 | 11,500 ₹3,68,000 | 10,999 ₹3,51,968 Lowest | 11,500 ₹3,68,000 | 12,000 ₹3,84,000 |
| 7.00 | M&L for RCC Design Mix M-30 as 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 directed. | 42 | Cum | 11,000 ₹4,62,000 | 9,500 ₹3,99,000 Lowest | 10,999 ₹4,61,958 | 11,500 ₹4,83,000 | 12,000 ₹5,04,000 |
| 8.00 | M&L for RCC Design Mix M-30 as 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 directed. | 17 | Cum | 11,000 ₹1,87,000 | 9,500 ₹1,61,500 Lowest | 10,999 ₹1,86,983 | 11,500 ₹1,95,500 | 12,000 ₹2,04,000 |
| 9.00 | M&L for RCC Design Mix M-30 as in Beams, cantilevers, bressummers, lintels over 1.5m complete all as specified and directed. | 4.6 | Cum | 11,000 ₹50,600 | 11,500 ₹52,900 | 10,999 ₹50,595.4 Lowest | 11,500 ₹52,900 | 12,000 ₹55,200 |
| 10.00 | M&L for RCC Design Mix M-30 as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 9.4 | Cum | 11,000 ₹1,03,400 | 11,500 ₹1,08,100 | 10,999 ₹1,03,390.6 Lowest | 11,500 ₹1,08,100 | 12,000 ₹1,12,800 |
Tender Value
Refer Docs
EMD Value
₹66,700
Closing Date
28 Apr 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
CONSTRUCTIONS OF UNDERGROUND BUNKERS AT PATHAHIRI UNDER GE 874 EWS
2026_MES_760957_1
GE 874/EWS-07/2026-27
Limited
Civil Works
Works
90 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE 874 EWS
₹66,700
Yes
14 Jul 2026
18 Apr 2026
30 Apr 2026
18 Apr 2026
28 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| - | M&L for surface excavation n. exc in soft/Loose soil (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed. | - | Sqm | - | - | INR Zero Only |
| - | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | All as per Ser No 1 above but 1.5 m to 3 m deep. | - | Cum | - | - | INR Zero Only |
| - | All as per Ser No 1 above but over 3 m deep. | - | Cum | - | - | - |
| - | M&L for cement concrete (1:4:8), type D-2 (using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in 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 directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as 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 directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as 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 directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in Beams, cantilevers, bressummers, lintels over 1.5m complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in Columns, pillars, piers, posts and struts complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
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