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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.7 LAccepted-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹30.7 L Quoted ₹35.2 L | L1 | Accepted-AOC Due to lower Rates |
| 2 | L2₹37.5 L+₹2.2 L (6.37%)Rejected-Finance 344 GEHRI BUTTER GEHRI BUTTER GEHRI BUTTER BATHINDA PUNJAB 151401 | BATHINDA | PUNJAB | 151401 | ₹37.5 L+₹2.2 L (6.37%) | 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 dressing levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation , including the cost 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. | 5,474.29 | cum | 105 ₹5,74,800.45 Lowest | 110 ₹6,02,171.9 |
| 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. | 150.1 | cum | 190 ₹28,519 Lowest | 200 ₹30,020 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth | 140.76 | cum | 7,500 ₹10,55,700 Lowest | 8,000 ₹11,26,080 |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls | 337.68 | sqm | 170 ₹57,405.6 Lowest | 200 ₹67,536 |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 101.18 | sqm | 130 ₹13,153.4 Lowest | 150 ₹15,177 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 12.73 | cum | 9,200 ₹1,17,116 Lowest | 9,300 ₹1,18,389 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle (Mechanical means) | 26.66 | cum | 5,500 ₹1,46,630 Lowest | 5,600 ₹1,49,296 |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge (Mechanical means) | 26.81 | cum | 4,400 ₹1,17,964 Lowest | 4,500 ₹1,20,645 |
| 9.00 | Lowering, jointing of UPVC pipes 250 mm dia laying same to correct gradient and alignment and jointing ends in all depths complete in all respect. | 3,469.29 | Mtr | 180 ₹6,24,472.2 Lowest | 200 ₹6,93,858 |
| 10.00 | Supplying, lowering of MS Pipe as per IS: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 kgper metre) 5.40 mm thickness | 42.5 | Mtr | 1,800 ₹76,500 Lowest | 2,000 ₹85,000 |
Tender Value
₹29.5 L
EMD Value
₹58,932
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 6815/R OF ATTALAN MINOR
2026_WR_163768_35
46/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹58,932
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 dressing levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation , including the cost 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 | - | 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 (Mechanical means) | - | cum | - | - |
| 8 | Cement concrete 1:4:8 with brick ballast 40mm gauge (Mechanical means) | - | cum | - | - |
| 9 | Lowering, jointing of UPVC pipes 250 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 IS: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 kgper metre) 5.40 mm thickness | - | Mtr | - | - |
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