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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC | ₹28.8 L Quoted ₹29.1 L | L1 | Accepted-AOC lower rates |
| 2 | L2₹33.9 L+₹4.8 L (16.7%)Rejected-Finance H NO B 111 76 2 PAKHON WAL BAGH SAHORIA STREET BARNALA | SANGRUR | PUNJAB | 148024 | ₹33.9 L+₹4.8 L (16.7%) | L2 | Rejected-Finance higher rates |
| Sl No | Description | Qty | Unit | SHIV KUMAR CONTRACTOR L2 | RSP CONTRACTORS 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 and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, 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. | 8,558.57 | cum | 110 ₹9,41,442.7 | 101.09 ₹8,65,185.84 Lowest |
| 2.00 | Lowering, jointing of RCC NP-2 plain end pipes 300 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. | 3,451.54 | Mtr | 200 ₹6,90,308 | 140 ₹4,83,215.6 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 | 287.37 | cum | 210 ₹60,347.7 | 191 ₹54,887.67 Lowest |
| 4.00 | Cement concrete 1:4:8 with stone aggregate 40mm | 26.08 | cum | 4,500 ₹1,17,360 | 4,000 ₹1,04,320 Lowest |
| 5.00 | Cement concrete 1:2:4 | 26.48 | cum | 6,000 ₹1,58,880 | 5,215 ₹1,38,093.2 Lowest |
| 6.00 | Shuttering for concrete faces | 194.96 | sqm | 250 ₹48,740 | 200 ₹38,992 Lowest |
| 7.00 | First class burnt brick work laid in cement sand mortar 1:6 | 134.71 | cum | 7,700 ₹10,37,267 | 6,900 ₹9,29,499 Lowest |
| 8.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 325.82 | sqm | 190 ₹61,905.8 | 172.77 ₹56,291.92 Lowest |
| 9.00 | 10 mm thick Cement Plaster 1:4 on Floors | 102.53 | sqm | 160 ₹16,404.8 | 132.74 ₹13,609.83 Lowest |
| 10.00 | RCC slab 1:2:4 with 60 kg steel per cum | 4.11 | cum | 9,500 ₹39,045 | 8,823 ₹36,262.53 Lowest |
Tender Value
₹27.6 L
EMD Value
₹55,292
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 35056/R of 2R Disty.
2026_WR_159235_3
03/2025-26
Open Tender
Civil Works
Item Rate
60 days
Near Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹55,292
Yes
31 Jul 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 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, 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. | 8,558.57 | cum | - | - |
| 2 | Lowering, jointing of RCC NP-2 plain end pipes 300 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. | 3,451.54 | 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 | 287.37 | cum | - | - |
| 4 | Cement concrete 1:4:8 with stone aggregate 40mm | 26.08 | cum | - | - |
| 5 | Cement concrete 1:2:4 | 26.48 | cum | - | - |
| 6 | Shuttering for concrete faces | 194.96 | sqm | - | - |
| 7 | First class burnt brick work laid in cement sand mortar 1:6 | 134.71 | cum | - | - |
| 8 | 10 mm thick Cement Plaster 1:4 on Side Walls | 325.82 | sqm | - | - |
| 9 | 10 mm thick Cement Plaster 1:4 on Floors | 102.53 | sqm | - | - |
| 10 | RCC slab 1:2:4 with 60 kg steel per cum | 4.11 | cum | - | - |
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