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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAdmitted-Finance MOHALLA KAMA KHAN WARD NO 07 HOUSE NO 88 DISTT POONCH J K | ₹41.3 L | L1 | Admitted-Finance |
| 2 | L2₹41.9 LAdmitted-Finance 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | ₹41.9 L | L2 | Admitted-Finance |
| 3 | L3₹42.5 LAdmitted-Finance | ₹42.5 L | L3 | Admitted-Finance |
| 4 | L4₹45.1 LAdmitted-Finance | ₹45.1 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not applied for subject tender |
| Sl No | Description | Qty | Unit | M/s J.S Enterprises L4 | JAMWAL CONSTRUCTION CO L1 | MS SHAM ARMYSTORE L3 | NATIONAL TRADING COMPANY L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5m deep & getting out in any type of soil | 173.03 | Cum | 120 ₹20,763.6 | 300 ₹51,909 | 205 ₹35,471.15 | 200 ₹34,606 |
| 2.00 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in any type of soil | 78.03 | Cum | 120 ₹9,363.6 | 200 ₹15,606 | 255 ₹19,897.65 | 250 ₹19,507.5 |
| 3.00 | M&L for cement concrete 1:4:8 type D-2 (40 mm graded aggregate)as in mass concrete, foundation & filling. | 7.8 | Cum | 3,500 ₹27,300 | 3,000 ₹23,400 | 3,525 ₹27,495 | 3,500 ₹27,300 |
| 4.00 | M&L RCC M-30 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete | 13.83 | Cum | 5,500 ₹76,065 | 8,000 ₹1,10,640 | 7,530 ₹1,04,139.9 | 7,500 ₹1,03,725 |
| 5.00 | M&L RCC M-30 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses | 38.88 | Cum | 5,500 ₹2,13,840 | 8,500 ₹3,30,480 | 8,560 ₹3,32,812.8 | 8,500 ₹3,30,480 |
| 6.00 | M&L RCC M-30 design mix using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like | 16.2 | Cum | 5,400 ₹87,480 | 8,500 ₹1,37,700 | 8,560 ₹1,38,672 | 8,500 ₹1,37,700 |
| 7.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat | 18.36 | Sqm | 110 ₹2,019.6 | 100 ₹1,836 | 205 ₹3,763.8 | 200 ₹3,672 |
| 8.00 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; exc. 200m thick (Horizontal or sloping) Fair finished surfaces of concrete flat | 102.87 | Sqm | 120 ₹12,344.4 | 100 ₹10,287 | 205 ₹21,088.35 | 200 ₹20,574 |
| 9.00 | Formwork to faces of wall, retaining walls,abutments,parapets & staircase railing and similar works including attached pillasters, butteresses, etc;vertical or to better fair finished surfaces of concrete.s | 194.4 | Sqm | 15 ₹2,916 | 100 ₹19,440 | 310 ₹60,264 | 300 ₹58,320 |
| 10.00 | Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal
or sloping and similar work exc 10cm but n exc 20cm wide Fair finished surfaces of concrete | 48 | RM | 12 ₹576 | 100 ₹4,800 | 205 ₹9,840 | 200 ₹9,600 |
Tender Value
₹39.0 L
EMD Value
₹78,000
Closing Date
11 Jun 2026, 6:00 pmClosed
GE AF JAMMU
GE AF JAMMU
PROVN OF UNDERGROUND WATER SUMP AT OP LOCATION SHASHITHAR AND SALYARCHATTA UNDER GE AF JAMMU
2026_MES_756332_2
CA NO GE/AFJ-88/2025-26
Open Tender
Civil Works
180 days
SALYARCHATTA AND SHASHITAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE AF JAMMU
₹78,000
Yes
3 Jul 2026
21 May 2026
18 Jun 2026
21 May 2026
11 Jun 2026
28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5m deep & getting out in any type of soil | 173.03 | Cum | - | - |
| 2 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in any type of soil | 78.03 | Cum | - | - |
| 3 | M&L for cement concrete 1:4:8 type D-2 (40 mm graded aggregate)as in mass concrete, foundation & filling. | 7.8 | Cum | - | - |
| 4 | M&L RCC M-30 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete | 13.83 | Cum | - | - |
| 5 | M&L RCC M-30 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses | 38.88 | Cum | - | - |
| 6 | M&L RCC M-30 design mix using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like | 16.2 | Cum | - | - |
| 7 | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat | 18.36 | Sqm | - | - |
| 8 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; exc. 200m thick (Horizontal or sloping) Fair finished surfaces of concrete flat | 102.87 | Sqm | - | - |
| 9 | Formwork to faces of wall, retaining walls,abutments,parapets & staircase railing and similar works including attached pillasters, butteresses, etc;vertical or to better fair finished surfaces of concrete.s | 194.4 | Sqm | - | - |
| 10 | Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal
or sloping and similar work exc 10cm but n exc 20cm wide Fair finished surfaces of concrete | 48 | RM | - | - |
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