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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC lower rates |
| 2 | L2₹1.2 Cr+₹7.6 L (6.64%)Rejected-Finance N A | NA | NA | 121004 | ₹1.2 Cr+₹7.6 L (6.64%) | L2 | Rejected-Finance higher rates |
| Sl No | Description | Qty | Unit | BALRAJ SINGH CONTRACTOR L2 | THE G.D. CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 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 | 105 ₹49,22,077.65 | 102 ₹47,81,446.86 Lowest |
| 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 | 340 ₹28,04,490 | 309 ₹25,48,786.5 Lowest |
| 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 | 191 ₹1,56,327.77 Lowest | 191 ₹1,56,327.77 Lowest |
| 4.00 | Cement concrete 1:4:8 with stone aggregate 40mm gauge, mixing by manual means. | 58.63 | cum | 4,461 ₹2,61,548.43 | 3,345 ₹1,96,117.35 Lowest |
| 5.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means. | 125.48 | cum | 5,398 ₹6,77,341.04 | 4,048 ₹5,07,943.04 Lowest |
| 6.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 773.56 | Sq.Mtr | 221 ₹1,70,956.76 Lowest | 221 ₹1,70,956.76 Lowest |
| 7.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 333.87 | cum | 6,946 ₹23,19,061.02 | 6,691 ₹22,33,924.17 Lowest |
| 8.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 782.8 | Sq.Mtr | 179 ₹1,40,121.2 | 172 ₹1,34,641.6 Lowest |
| 9.00 | RCC slab 1:2:4 including steel reinforcement, mixing by manual means | 6.83 | cum | 9,136 ₹62,398.88 Lowest | 9,136 ₹62,398.88 Lowest |
| 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 | 10,847 ₹8,677.6 Lowest | 10,847 ₹8,677.6 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 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 6160/R of 2-R Disty.
2026_WR_159235_4
03/2025-26
Open Tender
Civil Works
Item Rate
60 days
Near Fatehgarh Sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹2.2 L
Yes
Fatehgarh Sahib Sirhind Division
17 Sept 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | - |
| 2 | 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 | - | - |
| 3 | 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 | - | - |
| 4 | Cement concrete 1:4:8 with stone aggregate 40mm gauge, mixing by manual means. | 58.63 | cum | - | - |
| 5 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means. | 125.48 | cum | - | - |
| 6 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 773.56 | Sq.Mtr | - | - |
| 7 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 333.87 | cum | - | - |
| 8 | 10 mm thick Cement Plaster 1:4 on Side Walls | 782.8 | Sq.Mtr | - | - |
| 9 | RCC slab 1:2:4 including steel reinforcement, mixing by manual means | 6.83 | cum | - | - |
| 10 | 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 | - | - |
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