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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.9 LAccepted-AOC NEAR VILL TEPLA NANHERI TEHSIL GHANAUR DISTRICT PATIALA | ₹57.9 L Quoted ₹58.6 L | L1 | Accepted-AOC lower rates |
| 2 | L2₹59.5 L+₹85,446 (1.46%)Rejected-Finance | ₹59.5 L+₹85,446 (1.46%) | L2 | Rejected-Finance higher rates |
| Sl No | Description | Qty | Unit | OM PARKASH CONTRACTOR L1 | CHARANJEET SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical (JCB or hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,including the cost of diversion for traffic, crossing over trenches for access to the houses, watching fencing etc and removal of surplus soil outside /inside the town involving lead upto 15meter complete in all respect. | 46,876.93 | cum | 101 ₹13,49,688.25 Lowest | 105 ₹14,03,141.25 |
| 2.00 | Lowering, jointing of RCC NP-2 plain end pipes 500 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. | 8,248.5 | Mtr | 228 ₹14,35,959.96 Lowest | 230 ₹14,48,556.1 |
| 3.00 | 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 renches, 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 | 818.47 | cum | 205 ₹96,434.05 Lowest | 210 ₹98,786.1 |
| 4.00 | Cement concrete 1:4:8 with stone aggregate 40mm gauge, mixing by manual means. | 58.63 | cum | 4,580 ₹2,15,718 Lowest | 4,600 ₹2,16,660 |
| 5.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means. | 125.48 | cum | 5,900 ₹4,25,508 Lowest | 6,000 ₹4,32,720 |
| 6.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 773.56 | Sq.Mtr | 236 ₹1,02,433.44 | 235 ₹1,01,999.4 Lowest |
| 7.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 333.87 | cum | 6,500 ₹15,97,830 | 6,499 ₹15,97,584.18 Lowest |
| 8.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 782.8 | Sq.Mtr | 185 ₹1,07,677.4 Lowest | 190 ₹1,10,587.6 |
| 9.00 | RCC slab 1:2:4 including steel reinforcement, mixing by manual means | 6.83 | cum | 143 ₹32,479.59 Lowest | 145 ₹32,933.85 |
| 10.00 | Wrought iron & Mild steel ladders, framed grills, gratings etc with ends of bars riveted or molded forged framedwindowguards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, weldingrodcompletefixingin position | 0.8 | qtl | 10,000 ₹63,700 Lowest | 10,500 ₹66,885 |
Tender Value
₹55.7 L
EMD Value
₹1.1 L
Closing Date
17 Feb 2026, 6:55 pmClosed
Xen Fatehgarh Sahib Sirhind Division
Executive Engineer Fatehgarh Sahib Canal and Ground Water Division WRD Punjab Sirhind
ESTIMATE FOR LINING OF W/C BY LAYING UGPL OF O/L RD 15000/TR OF Hirdapur
2026_WR_159235_1
03/2025-26
Open Tender
Civil Works
Item Rate
60 days
Near Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.1 L
Yes
10 Jun 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
Excavation by mechanical (JCB or hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,including the cost of diversion for traffic, crossing over trenches for access to the houses, watching fencing etc and removal of surplus soil outside /inside the town involving lead upto 15meter complete in all respect.
Lowering, jointing of RCC NP-2 plain end pipes 500 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.
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 renches, 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
Cement concrete 1:4:8 with stone aggregate 40mm gauge, mixing by manual means.
Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
10 mm thick Cement Plaster 1:4 on Side Walls
RCC slab 1:2:4 including steel reinforcement, mixing by manual means
Wrought iron & Mild steel ladders, framed grills, gratings etc with ends of bars riveted or molded forged framedwindowguards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, weldingrodcompletefixingin position
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulatedasperIS: 10910 on 12mm dia steel bar confirmingtoIS:1786havir.g minimun cross section as 23mmx25mmandover all minimumlength263mnand width as minimum 165mm with 112mm space between protrutediegshaving 2mmtreadontopsurfaceby ribbingor necessary chequeringbesides and adequate anchoring projections on tail length on 138 mm as per standarddrawingandsuitable towith stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing inmanholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
Lowering, jointing of RCC NP-2 plain end pipes 150 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.
Providing & Fixing of steel shutter gate assembly in main pipeline for 500mm pipe
Providing & Fixing of Alfa Valve fitted on riser pipe to act as a Nakka (Dregulators) For 500mm pipe
Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
10mm thick cement plaster 1 : 4 on floors.
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