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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-Finance | ₹32.8 L | L1 | Accepted-Finance L1 bid found in order |
| 2 | L2₹37.2 LAccepted-Finance | ₹37.2 L | L2 | Accepted-Finance Other than L1 bid |
| 3 | L3₹37.2 LAccepted-Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹37.2 L | L3 | Accepted-Finance Other than L1 bid |
| 4 | L4₹38.0 LAccepted-Finance | ₹38.0 L | L4 | Accepted-Finance Other than L1 bid |
| Sl No | Description | Qty | Unit | M/S Sky Engineers L1 | patriotic builders L4 | M/S BEE AAY CONSTRUCTIONS L2 | AHMED CONSTRUCTIONS AND INFRA PVT LTD 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 | 50 ₹8,100 | 50 ₹8,100 | 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 | 250 ₹32,000 | 200 ₹25,600 | 300 ₹38,400 |
| 3.00 | All as per Ser No 1 above but 1.5 m to 3 m deep. | 128 | Cum | 200 ₹25,600 | 300 ₹38,400 | 250 ₹32,000 | 350 ₹44,800 |
| 4.00 | All as per Ser No 1 above but over 3 m deep. | 68 | Cum | 200 ₹13,600 | 350 ₹23,800 | 300 ₹20,400 | 350 ₹23,800 |
| 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 | 4,800 ₹76,800 | 5,000 ₹80,000 | 5,800 ₹92,800 |
| 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 | 9,500 ₹3.0 L | 11,550 ₹3.7 L | 11,200 ₹3.6 L | 11,500 ₹3.7 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 | 9,500 ₹4.0 L | 11,550 ₹4.9 L | 11,200 ₹4.7 L | 12,500 ₹5.3 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 | 9,500 ₹1.6 L | 11,550 ₹2.0 L | 11,200 ₹1.9 L | 12,500 ₹2.1 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 | 9,500 ₹43,700 | 11,550 ₹53,130 | 11,200 ₹51,520 | 12,500 ₹57,500 |
| 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 | 9,500 ₹89,300 | 11,550 ₹1.1 L | 11,200 ₹1.1 L | 12,500 ₹1.2 L |
Tender Value
Refer Docs
EMD Value
₹67,850
Closing Date
2 May 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
CONSTRUCTIONS OF UNDERGROUND BUNKERS AT DAWAR UNDER GE 874 EWS
2026_MES_761345_1
GE 874/EWS-14/2026-27
Limited
Civil Works
120 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE 874 EWS
₹67,850
Yes
7 May 2026
22 Apr 2026
4 May 2026
22 Apr 2026
2 May 2026
27 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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