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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAccepted-Finance BALSUA P O JHAKOLARI PATHANKOT PATHANKOT PUNJAB 145001 | PATHANKOT | PUNJAB | 145001 | ₹47.3 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹50 L+₹2.7 L (5.62%)Rejected-Finance HYDERPORA NEAR ELLAQUAI DEHATI BANK SRINAGAR KASHMIR J K 190014 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190014 | ₹50 L+₹2.7 L (5.62%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹50.4 L+₹3.0 L (6.42%)Rejected-Finance | ₹50.4 L+₹3.0 L (6.42%) | L3 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | GANDOTRA CONSTRUCTION CO L1 | M/S ZAHOOR AHMAD KHAN L2 | D S INFRASTRUCTURE AND DEVELOPERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | PART-I B/R WORKS Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth and not exceeding 10Sqm on plan and getting out in any type of soil, trimming sides, leveling bottom, watering and well ramming bottom, complete all as specified and directed. | 68.96 | Cum | 340 ₹23,446.4 Lowest | 344 ₹23,722.24 | 355 ₹24,480.8 |
| 2.00 | Returning, filling in trenches (soil), including spreading, leveling and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed. | 49.78 | Cum | 180 ₹8,960.4 Lowest | 200 ₹9,956 | 190 ₹9,458.2 |
| 3.00 | Removal of surplus excavated soil to a distance not exceeding 50metre and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and directed. | 20.82 | Cum | 250 ₹5,205 | 200 ₹4,164 Lowest | 240 ₹4,996.8 |
| 4.00 | Excavation over area not exceeding 1.5m deep and getting out in any type of soil, complete all as specified and directed. | 1.94 | Cum | 300 ₹582 Lowest | 400 ₹776 | 310 ₹601.4 |
| 5.00 | M&L, hardcore of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and directed. | 0.05 | Cum | 2,200 ₹110 | 1,200 ₹60 Lowest | 2,180 ₹109 |
| 6.00 | M&L, 100mm thick cement concrete (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in subbase of flooring, complete all as specified and directed. | 48.8 | Sqm | 640 ₹31,232 | 600 ₹29,280 Lowest | 650 ₹31,720 |
| 7.00 | M&L, 100mm thick cement concrete (1:2:4) type B-2 using 40mm graded crushed stone aggregate as in floor/path surface finished even and fair, complete all as specified and directed. | 35.05 | Sqm | 820 ₹28,741 | 800 ₹28,040 Lowest | 850 ₹29,792.5 |
| 8.00 | Supply , fabrication and erection of Pre Fab Structure steel structure of size as shown on drawings considering and including the following details/ requirements :-
a). Size of Pre Fab Structure including Toilets will be as shown on drawings.
b). Structural details of Pre Fab Structure including toilets are mentioned in drawing uploaded with the tender. (In this regard pls refer Particular Specification). . All the items i.e. structural steel work, bolts, base plate, connections, and erection are deemed to be included in the quoted rate for this item.
c). Wall- Supply and Fixing, Sandwich puff panel 80 mm manufactured in Continues Production Line using prepainted galvanised sheet of approved colour density: 40 kg. Outer and inner sheet thickness: 0.50mm colour coating Rmp Yield Strength: 240 Mpa Coating Mass: Min AZ 120 GSM coated width 1.12m.
d). False Ceiling– Supply and Fixing, sandwich puff panel 40 mm manufactured in continuous Production Line using pre-painted galvanized sheet of approved colour of density 40 kg. Top and bottom sheet thickness : 0.50mm colour coating Rmp Yield Strength : 240 Mpa Coating Mass : Min AZ 120 GSM coated Width : 1.12m complete all as specified.
e). Details of powder coated aluminum doors, windows and ventilators will be provided (S&F) as per TD drawing and as specified. Toilet doors (frame and shutter) will be of PVC all as specified.
f). Roofing- Supplying and fixing of roof will be constitution of Metallic color coated profiled galvanised sheets 0.6mm thick duly secured using and further sealed with silicone rubber for further added water protection for extra safety from leakage .
g). Aluminum Frame with Sheeting for Verandah Covering:Supply and fix anodized aluminum section of weight not less than 0.753 Kg per m medium weight and 3mm thick polycarbonate sheet with height of 8 feet in front verandah. Note:- The Plinth area of Pre Fab Structure is not less than 165.00 Square metre. | 1 | Each Job | 29,30,000 ₹29,30,000 Lowest | 34,00,000 ₹34,00,000 | 31,50,000 ₹31,50,000 |
| 9.00 | Excavation over area depth exceeding 1.5m but not exceeding 3.00m and getting out in any type of soil, , complete all as specified and directed. | 4.5 | Each | 150 ₹675 | 400 ₹1,800 | 140 ₹630 Lowest |
| 10.00 | Use and waste of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) or flat, rough finished, complete all as specified and directed. | 8.5 | Sqm | 680 ₹5,780 Lowest | 700 ₹5,950 | 690 ₹5,865 |
Tender Value
₹43.3 L
EMD Value
₹86,520
Closing Date
13 Jul 2026, 6:00 pmClosed
HQ CWE AF Leh
HQ CWE AF Leh
COMPLETION OF IN COMPLETE WORK OF BALANCE WPRK FOR PROVN OF PREFAB SHELTER FOR LIVING IN ACCN FOR GE(P) AIR FORCE LEH AT AIR FORCE STATION LEH AT AIR FORCE STATION LEH
2026_MES_771585_1
83111/E8
Open Tender
Civil Works
Item Rate
GE(AF)Leh
As per NIT
9 documents required · 9 mandatory
₹500
GE(AF) Leh
₹86,520
Yes
10 Aug 2026
12 Jun 2026
15 Jul 2026
12 Jun 2026
13 Jul 2026
26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART-I B/R WORKS Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth and not exceeding 10Sqm on plan and getting out in any type of soil, trimming sides, leveling bottom, watering and well ramming bottom, complete all as specified and directed. | 68.96 | Cum | - | - |
| 2 | Returning, filling in trenches (soil), including spreading, leveling and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed. | 49.78 | Cum | - | - |
| 3 | Removal of surplus excavated soil to a distance not exceeding 50metre and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and directed. | 20.82 | Cum | - | - |
| 4 | Excavation over area not exceeding 1.5m deep and getting out in any type of soil, complete all as specified and directed. | 1.94 | Cum | - | - |
| 5 | Material and labour, hardcore of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and directed. | 0.05 | Cum | - | - |
| 6 | Material and labour, 100mm thick cement concrete (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in subbase of flooring, complete all as specified and directed. | 48.8 | Sqm | - | - |
| 7 | Material and labour, 100mm thick cement concrete (1:2:4) type B-2 using 40mm graded crushed stone aggregate as in floor/path surface finished even and fair, complete all as specified and directed. | 35.05 | Sqm | - | - |
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