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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹7.4 L+₹83,656.21 (12.7%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹7.6 L+₹97,809.10 (14.8%)Rejected-Finance R O 6 PATEL NAGAR LAST MORH JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹7.9 L+₹1.3 L (20.3%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹8.3 L+₹1.7 L (25.5%)Rejected-Finance H NO 92 LOWER GUJJAR NAGAR LOWER GUJJAR NAGAR LOWER GUJJAR NAGAR JAMMU JAMMU JAMMU KASHMIR 180001 | JAMMU | JAMMU AND KASHMIR | 180001 | L5 | Rejected-Finance Being L5 |
Tender Value
₹14.0 L
EMD Value
₹28,025
Closing Date
14 Jan 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer PWD R and B Gandhi Nagar I/c UWD
Exterior repair and renovation of Maths and Statistics department at New University Campus
2025_UDJK_299419_1
enit126 dated 23-12-2025
Open Tender
Civil Works
Percentage
60 days
University of Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Executive Engineer PWD R and B Gandhi Nagar I/c UW
₹28,025
27 Jan 2026
30 Dec 2025
16 Jan 2026
30 Dec 2025
14 Jan 2026
30 Dec 2025
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge
Demolishing brick tile covering in terracing including stacking o fserviceable material and disposal of unserviceable material within 50 meters lead. 10 to 25mm thik
Demolishing mud phaska in terracing and disposal of material within 50 meters lead
Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarsesand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm
Providing and fixing ball valve (brass) of approved quality, with handle liver complete (DRP/Ship Make) a.15 mm nominal bore
20 mm nominal bore
25 mm nominal bore
Providing and fixing PVC pipe of 4KG pressure of Approved Brand and manufacture (Make Finolex/Prince/Supreme) a. 110mm Dia
150mm Dia
Engagement of Labour for different works ( to be paid actual engaged at site ) a. Mazdoor
Carpenter II Class 02 nos for 03 daysfor removing of aluminium partition and other minor repairs
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