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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | ₹15.1 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹15.5 L+₹35,595.70 (2.36%)Rejected-Finance MOHALLA KAMA KHAN WARD NO 07 HOUSE NO 88 DISTT POONCH J K | ₹15.5 L+₹35,595.70 (2.36%) | L2 | Rejected-Finance LOWEST BIDDER |
| Sl No | Description | Qty | Unit | NATIONAL TRADING COMPANY L1 | JAMWAL CONSTRUCTION CO L2 |
|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil complete all as specified and as directed by Engr-in-Charge. | 54 | Cum | 150 ₹8,100 Lowest | 400 ₹21,600 |
| 2.00 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in any type complete all as specified and as directed by Engr-in-Charge. | 21.6 | Cum | 160 ₹3,456 Lowest | 500 ₹10,800 |
| 3.00 | M&L PCC 1:4;8 type D-2 using 40 mm graded stone aggregate as in Foundation and mass concrete complete all as specified and as directed by Engr-in-Charge. | 3.48 | Cum | 3,200 ₹11,136 | 3,000 ₹10,440 Lowest |
| 4.00 | Formwork to sides of concrete foundations,footing bases of columns,raft & raft beams,sides & soffits of foundations & plinth beams similar work faces of waklls retaing walls abutments parapets and staircase railings and similiar complete all as specified and as directed by Engr-in-Charge. | 35.8 | Sqm | 300 ₹10,740 | 100 ₹3,580 Lowest |
| 5.00 | Formwork to sides and soffits of floor or roof beams, beam haunchings,
girders, bressummers, lintels, plinth,cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors all as specified and as directed by Engr-in-Charge. | 36 | Sqm | 300 ₹10,800 | 200 ₹7,200 Lowest |
| 6.00 | Formwork to sides of pillars, posts, struts, piers, columns, wall ,beams, and stanchions all as specified and as directed by Engr-in-Charge. | 120 | Sqm | 300 ₹36,000 | 200 ₹24,000 Lowest |
| 7.00 | M&L RCC M-25 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 all as specified and as directed by Engr-in-Charge | 29.4 | Cum | 7,500 ₹2,20,500 Lowest | 9,000 ₹2,64,600 |
| 8.00 | M&L RCC M-25 design mix using 20 mm graded aggregate in roof beams ,lintels, slabs supported on walls ,beams and columns,plinth beams in floor roofs landings balconies canopies deck slabs and in shelves and the like including attached plasters and buttresses , all as specified and as directed by Engr-in-Charge | 7.2 | Cum | 8,000 ₹57,600 Lowest | 9,000 ₹64,800 |
| 9.00 | M&L RCC M-25 design mix using 20 mm graded aggregate in columns, pillars ,piers, posts and struts basement walls and the like thickness above the top of footing including attached plasters and buttresses all as specified and as directed by Engr-in-Charge | 30 | Cum | 8,000 ₹2,40,000 Lowest | 8,800 ₹2,64,000 |
| 10.00 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality call as specified and as directed by Engr-in-Charge | 3,988.12 | Kg | 90 ₹3,58,930.8 Lowest | 90 ₹3,58,930.8 Lowest |
Tender Value
₹14.5 L
EMD Value
₹29,000
Closing Date
11 Aug 2026, 6:00 pmClosed
GE AF JAMMU
GE AF JAMMU
PROVN OF SHELTER FOR STORAGE OF LIVE ARTICLES AT SHASHITAR UNDER GE (AF) JAMMU
2026_MES_749364_3
CA NO GE/AFJ-79/2025-26
Open Tender
Civil Works
Item Rate
shashitar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE AF JAMMU
₹29,000
Yes
16 Sept 2026
9 Jul 2026
18 Aug 2026
9 Jul 2026
11 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil complete all as specified and as directed by Engr-in-Charge. | 54 | Cum | - | - |
| 2 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in any type complete all as specified and as directed by Engr-in-Charge. | 21.6 | Cum | - | - |
| 3 | M&L PCC 1:4;8 type D-2 using 40 mm graded stone aggregate as in Foundation and mass concrete complete all as specified and as directed by Engr-in-Charge. | 3.48 | Cum | - | - |
| 4 | Formwork to sides of concrete foundations,footing bases of columns,raft & raft beams,sides & soffits of foundations & plinth beams similar work faces of waklls retaing walls abutments parapets and staircase railings and similiar complete all as specified and as directed by Engr-in-Charge. | 35.8 | Sqm | - | - |
| 5 | Formwork to sides and soffits of floor or roof beams, beam haunchings,
girders, bressummers, lintels, plinth,cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors all as specified and as directed by Engr-in-Charge. | 36 | Sqm | - | - |
| 6 | Formwork to sides of pillars, posts, struts, piers, columns, wall ,beams, and stanchions all as specified and as directed by Engr-in-Charge. | 120 | Sqm | - | - |
| 7 | M&L RCC M-25 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 all as specified and as directed by Engr-in-Charge | 29.4 | Cum | - | - |
| 8 | M&L RCC M-25 design mix using 20 mm graded aggregate in roof beams ,lintels, slabs supported on walls ,beams and columns,plinth beams in floor roofs landings balconies canopies deck slabs and in shelves and the like including attached plasters and buttresses , all as specified and as directed by Engr-in-Charge | 7.2 | Cum | - | - |
| 9 | M&L RCC M-25 design mix using 20 mm graded aggregate in columns, pillars ,piers, posts and struts basement walls and the like thickness above the top of footing including attached plasters and buttresses all as specified and as directed by Engr-in-Charge | 30 | Cum | - | - |
| 10 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality call as specified and as directed by Engr-in-Charge | 3,988.12 | Kg | - | - |
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