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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAdmitted-Finance | ₹34.3 L | L1 | Admitted-Finance |
| 2 | L2₹37.2 LAdmitted-Finance | ₹37.2 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ABDUL AHAD RATHER L2 | MS RJ BUILDERS L1 |
|---|---|---|---|---|---|
| 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 | 30 ₹4,860 | 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 | 120 ₹15,360 | 200 ₹25,600 |
| 3.00 | All as per Ser No 1 above but 1.5 m to 3 m deep. | 128 | Cum | 200 ₹25,600 | 200 ₹25,600 |
| 4.00 | All as per Ser No 1 above but over 3 m deep. | 68 | Cum | 220 ₹14,960 | 250 ₹17,000 |
| 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 | 3,500 ₹56,000 |
| 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 ₹3.5 L | 10,500 ₹3.4 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 | 10,500 ₹4.4 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 | 10,500 ₹1.8 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 | 10,500 ₹48,300 |
| 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 | 10,500 ₹98,700 |
Tender Value
Refer Docs
EMD Value
₹64,800
Closing Date
23 May 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
CONSTRUCTION OF UNDERGROUND BUNKERS AT DRUGMULLA UNDER GE 874 EWS
2026_MES_759108_3
GE 874/EWS-05/2026-27
Limited
Civil Works
90 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE 874 EWS
₹64,800
Yes
29 May 2026
13 May 2026
25 May 2026
13 May 2026
23 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| 1 | 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 | - | - | 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. | 128 | Cum | - | - | INR Zero Only | |
All as per Ser No 1 above but 1.5 m to 3 m deep. | 128 | Cum | - | - | INR Zero Only | |
All as per Ser No 1 above but over 3 m deep. | 68 | 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. | 16 | 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. | 32 | 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. | 42 | 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. | 17 | 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. | 4.6 | 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. | 9.4 | Cum | - | - | INR Zero Only |
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