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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Finance | -20.50% | ₹4.6 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 LAdmitted-Finance MC GOHANA | KARNAL | HARYANA | 132001 | -17.99% | ₹4.7 L | L2 | Admitted-Finance |
| 3 | L3₹4.8 LAdmitted-Finance | -17.01% | ₹4.8 L | L3 | Admitted-Finance |
| 4 | L4₹4.9 LAdmitted-Finance N A | -15.00% | ₹4.9 L | L4 | Admitted-Finance |
Tender Value
₹5.7 L
EMD Value
₹11,480
Closing Date
5 Mar 2026, 6:00 pmClosed
EE PHED DN Hanumangarh
EE PHED DN Hanumangarh
Rejuvenation of Existing Storage Tank at RWSS 15 NDR Under Sub Division Hanumangarh Town.
2026_PHCJA_542856_1
EE/PHED/HMH/2025-26/115
Open Tender
Civil Works
45 days
Aen PHED Sub division Hanumangarh town
As per Tender documents
2 documents required · 2 mandatory
₹500
EE PHED DN Hanumangarh
₹11,480
Yes
EE PHED DN Hanumangarh
12 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
4 Mar 2026
Rejuvenation of Existing Storage Tank at RWSS 15 NDR Under Sub Division Hanumangarh Town.
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
20mm thick.(For Old Surface)
Silt clearance from Sedimentation cum storage tank with all lift and lead up to 50 Mtr. Silt to be disposed outside the Headworks boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt clearance is to be carried out by means of mechanical system i.e. Tractor craw/Trolley or any other mechanical system. No extra payment shall be done for lift . This work also involves dressing of bottom which is to be done manually and there shall be no damage to lining and LDPE film of tank. Work is to be done as per direction of Engineer In Charge and technical specifications.
SINGLE FLAT BRICK LINING WITH 250 MICRON LDPE FILM:- Preparing surface levelled & dressed to proper slope & laying over it on sand properly rammed and watered in 2 Layers of 5 cm each. Providing and laying 250 micron LDPE film as per ISS:2506-1984 including overlapping on the finished surface of compacted sand. Over LDPE film 15 mm thick cement sand mortar 1:3 shall be provided and laid which shall be cured properly. Over the base mortar single layer Ist class brick lining in cement sand mortar 1:3 shall be provided with joints not more than 8 mm wide and curing shall be done for 14 days. This also includes providing weedicides & anti-termite treatment, complete work as per technical specifications.
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
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