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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance HOUSE NO 0155 LANE NO 2 NEAR ALG GROUNG KHEORA W NO 3 DC COLONY OPP PDD STORE KHEORA RAJOURI RAJOURI JAMMU KASHMIR | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 L+₹11,610 (4.36%)Admitted-Finance | ₹2.8 L+₹11,610 (4.36%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 L+₹22,010 (8.26%)Admitted-Finance | ₹2.9 L+₹22,010 (8.26%) | L3 | Admitted-Finance |
| 4 | L4₹3.2 L+₹50,240.55 (18.9%)Admitted-Finance | ₹3.2 L+₹50,240.55 (18.9%) | L4 | Admitted-Finance |
| 5 | L5₹3.3 L+₹59,845 (22.5%)Admitted-Finance | ₹3.3 L+₹59,845 (22.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NITISH SHARMA L3 | mohd rashid L4 | WAVEMAX NORTH INDIA PRIVATE LIMITED L1 | DEEPAK KUMAR L2 | M/S MOHD ASIF CONTRACTOR L6 | MOHD SHAFIQ L5 | MOHIT RAINA L7 | Ganesh Kumar L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00POND EXCAVATION AND EARTHWORK | |||||||||||
| 1.10 | Earthwork in excavation for pond foundation and side slopes (2H:1V), including dressing the bed and side slopes to the required gradient, and disposing of the excavated earth up to a lead of 50m. The item includes all types of soil and minor rock cutting. | 943 | cum | 150 ₹1,41,450 | 145.95 ₹1,37,630.85 | 130 ₹1,22,590 | 50 ₹47,150 | 27 ₹25,461 Lowest | 145 ₹1,36,735 | 80 ₹75,440 | 180 ₹1,69,740 |
| 1.20 | Forming and compacting pond bund/embankment from excavated earth in layers not exceeding 200mm, to create required dimensions and density. | 400 | cum | 50 ₹20,000 | 16.1 ₹6,440 Lowest | 105 ₹42,000 | 50 ₹20,000 | 550 ₹2,20,000 | 110 ₹44,000 | 145 ₹58,000 | 150 ₹60,000 |
| 2.00LINING AND PROTECTIVE LAYER | |||||||||||
| 2.10 | Providing and laying non-woven geotextile underlayment of minimum 250 gsm thickness on the prepared pond bed and side slopes. The work includes all overlaps and incidental charges. | 800 | sqm | 20 ₹16,000 Lowest | 58.6 ₹46,880 | 76 ₹60,800 | 89 ₹71,200 | 26 ₹20,800 | 65 ₹52,000 | 60 ₹48,000 | 100 ₹80,000 |
| 2.20 | Providing and fixing of new, virgin-grade, UV-stabilized, high-density polyethylene (HDPE) geomembrane liner of 1.5mm thickness, including: supply, transport, cutting, placement, hot-wedge/extrusion welding of all seams, anchor trenching, testing, and all labour and consumables for a complete, watertight lining. | 1,150 | sqm | 90 ₹1,03,500 | 65.43 ₹75,244.5 | 15 ₹17,250 Lowest | 120 ₹1,38,000 | 52 ₹59,800 | 75 ₹86,250 | 130 ₹1,49,500 | 50 ₹57,500 |
| 3.00POND INLET AND OUTLET ARRANGEMENTS | |||||||||||
| 3.10 | Providing and fixing HDPE pipe for pond inlet and overflow/outlet, including making a watertight joint with the HDPE liner, and providing necessary control valves and other fittings. (Assume a 100mm dia. pipe). | 10 | meter | 500 ₹5,000 | 522 ₹5,220 | 380 ₹3,800 | 100 ₹1,000 | 25 ₹250 Lowest | 330 ₹3,300 | 200 ₹2,000 | 50 ₹500 |
| 4.00MISCELLANEOUS ITEMS | |||||||||||
| 4.10 | Laying of cement concrete path (1:4:8) of 100mm thickness for access to the pond, including compaction of sub-base. (Assume an area of 10 Sqm). | 10 | sqm | 250 ₹2,500 | 4,526.52 ₹45,265.2 | 2,000 ₹20,000 | 70 ₹700 | 26 ₹260 Lowest | 400 ₹4,000 | 140 ₹1,400 | 50 ₹500 |
Tender Value
₹4.1 L
EMD Value
₹8,160
Closing Date
22 Jan 2026, 4:00 pmClosed
Estates Officer, SKUAST-Jammu
Estates Division SKUAST-Jammu Chatha
Construction of Fish Pond at KVK Rajouri
2026_SKUST_299852_4
AU/Estates/2025-26/25 dated 23-12-2025
Open Tender
Civil Works
Item Rate
180 days
KVK Rajouri
Please refer tender documents
4 documents required · 4 mandatory
₹500
Assistant Comptroller (Estates), SKUAST-Jammu
₹8,160
4 Feb 2026
3 Jan 2026
23 Jan 2026
3 Jan 2026
22 Jan 2026
3 Jan 2026
POND EXCAVATION AND EARTHWORK
Earthwork in excavation for pond foundation and side slopes (2H:1V), including dressing the bed and side slopes to the required gradient, and disposing of the excavated earth up to a lead of 50m. The item includes all types of soil and minor rock cutting.
Forming and compacting pond bund/embankment from excavated earth in layers not exceeding 200mm, to create required dimensions and density.
LINING AND PROTECTIVE LAYER
Providing and laying non-woven geotextile underlayment of minimum 250 gsm thickness on the prepared pond bed and side slopes. The work includes all overlaps and incidental charges.
Providing and fixing of new, virgin-grade, UV-stabilized, high-density polyethylene (HDPE) geomembrane liner of 1.5mm thickness, including: supply, transport, cutting, placement, hot-wedge/extrusion welding of all seams, anchor trenching, testing, and all labour and consumables for a complete, watertight lining.
POND INLET AND OUTLET ARRANGEMENTS
Providing and fixing HDPE pipe for pond inlet and overflow/outlet, including making a watertight joint with the HDPE liner, and providing necessary control valves and other fittings. (Assume a 100mm dia. pipe).
MISCELLANEOUS ITEMS
Laying of cement concrete path (1:4:8) of 100mm thickness for access to the pond, including compaction of sub-base. (Assume an area of 10 Sqm).
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