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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC INDEX NO E 174 HQ 133 WE R O NEW COLONY VIZER WAGOORA BARAMULLA KASHMIR J K 193103 | BARAMULLA | JAMMU AND KASHMIR | 193103 | ₹31.8 L | L1 | Accepted-AOC L1 bid found in order |
| 2 | L2₹35.1 LRejected-AOC | ₹35.1 L | L2 | Rejected-AOC Other than L1 bid |
| 3 | L3₹35.5 LRejected-AOC | ₹35.5 L | L3 | Rejected-AOC Other than L1 bid |
| 4 | L4₹37.0 LRejected-AOC R O VIJHARA LOWDARA BANDIPORA KASHMIR J K 193502 | BANDIPORA | JAMMU AND KASHMIR | 193502 | ₹37.0 L | L4 | Rejected-AOC Other than L1 bid |
| Sl No | Description | Qty | Unit | MS RJ BUILDERS L2 | M/s Shamas Parwaiz Bhat L4 | M/S MUSHTAQ AHMAD BHAT L1 | MS SHEIKH NADEEM AKBAR L3 |
|---|---|---|---|---|---|---|---|
| 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 | 50 ₹8,100 | 44 ₹7,128 | 100 ₹16,200 | 50 ₹8,100 |
| 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 | 333 ₹42,624 | 500 ₹64,000 | 300 ₹38,400 |
| 3.00 | All as per Ser No 1 above but 1.5 m to 3 m deep. | 128 | Cum | 250 ₹32,000 | 444 ₹56,832 | 120 ₹15,360 | 300 ₹38,400 |
| 4.00 | All as per Ser No 1 above but over 3 m deep. | 68 | Cum | 300 ₹20,400 | 555 ₹37,740 | 150 ₹10,200 | 299 ₹20,332 |
| 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 | 4,000 ₹64,000 | 5,500 ₹88,000 | 4,000 ₹64,000 | 5,600 ₹89,600 |
| 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 ₹3.5 L | 11,500 ₹3.7 L | 10,500 ₹3.4 L | 11,000 ₹3.5 L |
| 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 ₹4.6 L | 11,500 ₹4.8 L | 10,500 ₹4.4 L | 11,000 ₹4.6 L |
| 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 ₹1.9 L | 11,500 ₹2.0 L | 10,500 ₹1.8 L | 11,000 ₹1.9 L |
| 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 | 10,500 ₹48,300 | 11,000 ₹50,600 |
| 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 ₹1.0 L | 11,500 ₹1.1 L | 10,500 ₹98,700 | 11,000 ₹1.0 L |
Tender Value
Refer Docs
EMD Value
₹64,800
Closing Date
11 Apr 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
CONSTRUCTION OF UNDERGROUND BUNKERS AT BHAGATPURA AND GUJJARPATTI UNDER GE 874 EWS
2026_MES_759113_1
GE 874/EWS-20/2026-27
Limited
Civil Works
120 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE 874 EWS
₹64,800
Yes
29 Apr 2026
3 Apr 2026
13 Apr 2026
3 Apr 2026
11 Apr 2026
6 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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