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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.8 LAdmitted-Finance 5546 NICHOLSON ROAD SADAR BAZAR AMBALA HARYANA 133001 | AMBALA | HARYANA | 133001 | -1.29% | ₹63.8 L | L1 | Admitted-Finance |
| 2 | L2₹64.4 LAdmitted-Finance | -0.50% | ₹64.4 L | L2 | Admitted-Finance |
| 3 | L3₹64.8 LAdmitted-Finance | +0.11% | ₹64.8 L | L3 | Admitted-Finance |
| 4 | L4₹65.4 LAdmitted-Finance | +1.07% | ₹65.4 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹64.7 L
EMD Value
₹1.3 L
Closing Date
9 Feb 2026, 11:00 amClosed
EXECUTIVE ENGINEER PHED CITY DIV. SRIGANGANAGAR
EXECUTIVE ENGINEER PHED CITY DIV. SRIGANGANAGAR
Rejuvenation and Repairing of Raw Water Inlet Channel at UWSS under City Sub Division-I Sri Ganganagar
2026_PHCJA_532403_1
EE/PHED/SGNR(City)/11/2025-26 Item 01
Open Tender
Civil Works
120 days
Sriganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EXECUTIVE ENGINEER PHED CITY DIV. SRIGANGANAGAR
₹1.3 L
Yes
12 Feb 2026
27 Jan 2026
9 Feb 2026
27 Jan 2026
9 Feb 2026
27 Jan 2026
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix.
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.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
Add Extra Earth, Sand, Lime, Morrum manure or sludge For 1 Km.
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm
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).
Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :
Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 meters (stacks of cleaned bricks shall be measured):From brick work in cement mortar.
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