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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹23.5 L Quoted ₹28.3 L | L1 | Accepted-AOC Due to lower Rates |
| 2 | L2₹30.2 L+₹1.9 L (6.65%)Rejected-Finance 344 GEHRI BUTTER GEHRI BUTTER GEHRI BUTTER BATHINDA PUNJAB 151401 | BATHINDA | PUNJAB | 151401 | ₹30.2 L+₹1.9 L (6.65%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | Markanda Electrical Works L1 | MANJOT ENTERPRISES COMPANY L2 |
|---|---|---|---|---|---|
| 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, 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. | 6,439.18 | cum | 105 ₹6,76,113.9 Lowest | 110 ₹7,08,309.8 |
| 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. | 139.41 | cum | 190 ₹26,487.9 Lowest | 200 ₹27,882 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 105.04 | cum | 7,500 ₹7,87,800 Lowest | 8,000 ₹8,40,320 |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls | 255.47 | sqm | 170 ₹43,429.9 Lowest | 200 ₹51,094 |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 70.14 | sqm | 130 ₹9,118.2 Lowest | 150 ₹10,521 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 8.19 | cum | 9,200 ₹75,348 Lowest | 10,000 ₹81,900 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 18.81 | cum | 5,500 ₹1,03,455 Lowest | 5,600 ₹1,05,336 |
| 8.00 | Cement concrete 1:4:8 with stone aggregate 40mm gauge | 21.33 | cum | 4,400 ₹93,852 Lowest | 4,500 ₹95,985 |
| 9.00 | Lowering, jointing of UPVC pipes 225 mm dia laying same to correct gradient and alignment and jointing ends in all depths complete in all respect. | 3,052.09 | Mtr | 160 ₹4,88,334.4 Lowest | 180 ₹5,49,376.2 |
| 10.00 | Supplying, lowering of MS Pipe as per 1S:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. (a) 100mm nominal diameter (weight 14.5 kg per metre) 5.40 mm thickness | 27.5 | Mtr | 1,800 ₹49,500 Lowest | 2,000 ₹55,000 |
Tender Value
₹22.6 L
EMD Value
₹45,288
Closing Date
24 Apr 2026, 3:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
ESTIMATE FOR LINING OF W/C BY LAYING UGPL USING uPVC of O/L RD 22175/L OF MINOR NO. 3
2026_WR_163768_34
46/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹45,288
Yes
20 Aug 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 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, 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. | - | cum | - | - |
| 2 | 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. | - | cum | - | - |
| 3 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | - | cum | - | - |
| 4 | 10mm thick cement plaster 1.4 on sides walls | - | sqm | - | - |
| 5 | 10mm thick cement plaster 1:4 on bed and top. | - | sqm | - | - |
| 6 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | - | cum | - | - |
| 7 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | - | cum | - | - |
| 8 | Cement concrete 1:4:8 with stone aggregate 40mm gauge | - | cum | - | - |
| 9 | Lowering, jointing of UPVC pipes 225 mm dia laying same to correct gradient and alignment and jointing ends in all depths complete in all respect. | - | Mtr | - | - |
| 10 | Supplying, lowering of MS Pipe as per 1S:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. (a) 100mm nominal diameter (weight 14.5 kg per metre) 5.40 mm thickness | - | Mtr | - | - |
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