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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC | ₹32.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹36.8 LRejected-AOC | ₹36.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | The Hari Ke Kalan Coop L&C Society Ltd L2 | GURJATINDER SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of diversion for traffic,, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. | 3,267.02 | Cum | 108.7 ₹9.7 L | 107 ₹9.6 L |
| 2.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 93.15 | Cum | 224.34 ₹29,170.93 | 220 ₹28,606.60 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth | 45.32 | Cum | 7,653.77 ₹5.6 L | 7,392 ₹5.4 L |
| 4.00 | 10 mm thick cement plaster with cement mortar 1:4 on side walls | 113.7 | sqm | 202.14 ₹38,186.27 | 195 ₹36,837.45 |
| 5.00 | 10mm thick cement plaster 1:4 on floor | 29.61 | sqm | 155.3 ₹11,105.50 | 151 ₹10,798.01 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1.1 | Cum | 11,029.61 ₹15,331.16 | 10,369 ₹14,412.91 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 7.49 | sqm | 6,632.14 ₹1.4 L | 6,235 ₹1.3 L |
| 8.00 | Cement Concrete 1:4:8 with brick ballast 40mm gauge | 9.37 | Cum | 5,020 ₹92,619 | 4,805 ₹88,652.25 |
| 9.00 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 250 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | 2,772.24 | metre | 282.04 ₹13.6 L | 285 ₹13.8 L |
| 10.00 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 | 12.5 | metre | 92.33 ₹5,308.98 | 91 ₹5,232.50 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
24 Feb 2026, 10:00 amClosed
Executive Engineer harike Canal Division Ferozepur
Executive Engineer harike Canal Division Ferozepur
LAYING UNDERGROUND PIPELINE AT OUTLET RD 50070-L OF SAPANWALI MINOR
2026_WR_160113_22
0041/Harike Canal Division/2025-26
Open Tender
Civil Works
Executive Engineer harike Canal Division Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.1 L
27 May 2026
14 Feb 2026
24 Feb 2026
14 Feb 2026
24 Feb 2026
14 Feb 2026
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of diversion for traffic,, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth
10 mm thick cement plaster with cement mortar 1:4 on side walls
10mm thick cement plaster 1:4 on floor
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
Cement Concrete 1:4:8 with brick ballast 40mm gauge
Lowering, jointing and cutting of RCC NP-2 plain end pipes 250 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
Lowering, jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003
Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank
Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4
Providing and fixing of Alfa Alfa Valve 250 mm dia fitted on riser pipe to act as Nakka (D regulators)
Centreing &shuttering for Concerte faces
Providing & Fixing of Steel Shutter Gate Assembly 250 mm dia in Main Pipeline complete in all respect
Supply of Precast concrete NP-2 plain end pipes 250 mm with reinforcement duly ISI marked as per IS: 458-2003 with latest amendments, if any complete with collars including GST.
Supply of Precast concrete NP-2 plain end pipes 150 mm with reinforcement duly ISI marked as per IS: 458-2003 with latest amendments, if any complete with collars including GST.
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