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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.5 LAccepted-AOC CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹97.5 L | L1 | Accepted-AOC Lower Rates |
| 2 | L2₹1.0 Cr+₹7.3 L (7.52%)Rejected-Finance | ₹1.0 Cr+₹7.3 L (7.52%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | JSK ELECTRICALS L2 | GURU NANAK TILES & PIPES FACTORY 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 trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, 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. | 26,511.84 | cum | 108 ₹28,63,278.72 | 100 ₹26,51,184 Lowest |
| 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. | 743.2 | cum | 221 ₹1,64,247.2 | 191.75 ₹1,42,508.6 Lowest |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1:6 in foundation and plinth | 279.56 | cum | 6,759 ₹18,89,546.04 | 6,500 ₹18,17,140 Lowest |
| 4.00 | 10mm thick cement plaster 1:4 on sides walls | 700.84 | sqm | 199 ₹1,39,467.16 | 172.77 ₹1,21,084.13 Lowest |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 400.3 | sqm | 153 ₹61,245.9 | 132.74 ₹53,135.82 Lowest |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 3.72 | cum | 10,695 ₹39,785.4 | 9,299.49 ₹34,594.1 Lowest |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 49.88 | cum | 6,396 ₹3,19,032.48 | 5,561.25 ₹2,77,395.15 Lowest |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 48.5 | cum | 4,971 ₹2,41,093.5 | 4,321.89 ₹2,09,611.67 Lowest |
| 9.00 | Lowering, jointing of RCC NP-2 plain end pipes 700 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. Plain End | 9,457.87 | metre | 389 ₹36,79,111.43 | 370 ₹34,99,411.9 Lowest |
| 10.00 | Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) | 67.5 | metre | 82 ₹5,535 | 70.52 ₹4,760.1 Lowest |
Tender Value
₹92.2 L
EMD Value
₹1.8 L
Closing Date
7 Apr 2026, 2:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
Lining/Relining of w/c by using Brick Masonry or underground pipeline of outlet RD 50240 of chohat of village badanpur of Constituency Samana Distt Patiala (Laying and jointing of RCC UGPL system and other allied works in construction of watercourse)
2026_WR_164900_2
47/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.8 L
10 Jul 2026
28 Mar 2026
7 Apr 2026
28 Mar 2026
7 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, 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. | |||||
| 2Earth 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. | |||||
| 3First class brick masonary 229 mm thick laid in cement sand mortar 1:6 in foundation and plinth | |||||
| 410mm thick cement plaster 1:4 on sides walls | |||||
| 510mm thick cement plaster 1:4 on bed and top. | |||||
| 6Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | |||||
| 7Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | |||||
| 8Cement concrete 1:4:8 with brick ballast 40mm gauge | |||||
| 9Lowering, jointing of RCC NP-2 plain end pipes 700 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. Plain End | |||||
| 10Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) | |||||
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