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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹4.7 L+₹26,437.12 (6.00%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹4.9 L+₹49,620.44 (11.3%)Rejected-Finance 00 MUKUNDPUR PAHO DOMANPUR MUKUNDPUR PAHO MIRZAPUR UTTAR PRADESH 231306 | MIRZAPUR | UTTAR PRADESH | 231306 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹5.4 L+₹1.0 L (23.0%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹5.9 L+₹1.5 L (34.2%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
Tender Value
₹8.1 L
EMD Value
₹16,269
Closing Date
17 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer PWD R and B Gandhi Nagar I/c UWD
Construction of 03 Nos soakage pit in lawn of Old University Campus University of Jammu
2026_UDJK_302476_1
enit 138 dated 03-02-2026
Open Tender
Civil Works
Percentage
60 days
University of Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹708
Executive Engineer PWD R and B Gandhi Nagar I/c UW
₹16,269
3 Mar 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Supply and filling of broken Stones into Pit. 90mm to 45 mm nominal size (Ist Layer)
Supply and filling of broken Stones into Pit. 45mm to 20 mm nominal size (2nd Layer)
Supply and filling of Stone screening of size 11.2 to 13.2 mm into the pit (Third layer/Top layer)
Supply & fixing of Aqua Mesh around the PVC pipe 200mm dia with plastic thread in three laters
Supply & fixing of Nylon Mesh over Aqua Mesh around the PVC pipe 200 mm dia with plastic thread in three layers.
Providing and Laying of HDPE Net over Gravels ( i.e on the top of second layer)
Providing and laying PVC pipe of following dias (Uniplas, Supreme, Finolex make) 4 kg/cm2 pressure in ground/on walls in case of Rain Water Pipe including all PVC fittings jointing with adhesive of approved make ,making good the same etc. complete. Nothing extra shall be paid. a. 200mm
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
Disposal of Unwanted earth from the working site upto 10km
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