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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAccepted-AOC | ₹23.4 L Quoted ₹25.1 L | L1 | Accepted-AOC Lower Rates |
| 2 | L2₹26.4 L+₹1.3 L (5.18%)Rejected-Finance 282 MODEL TOWN PHASE 3 URBAN ESTATE BATHINDA | BATHINDA | PUNJAB | 151001 | ₹26.4 L+₹1.3 L (5.18%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | ABHAY BUILDERS L2 | P5 BUILDERS 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. | 4,536.26 | cum | 140 ₹6,35,076.4 | 130 ₹5,89,713.8 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. | 205.41 | cum | 191 ₹39,233.31 Lowest | 191 ₹39,233.31 Lowest |
| 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. | 91.63 | cum | 7,100 ₹6,50,573 | 7,000 ₹6,41,410 Lowest |
| 4.00 | 10mm thick cement plaster 1:4 on sides walls. | 254.56 | sqm | 182 ₹46,329.92 | 180 ₹45,820.8 Lowest |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 118.34 | sqm | 144 ₹17,040.96 | 140 ₹16,567.6 Lowest |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement. | 1.79 | cum | 9,000 ₹16,110 Lowest | 9,239 ₹16,537.81 |
| 7.00 | Cement Concrete 1:2:4 including supply, carriage & with stone ballast or shingle. | 20.62 | cum | 5,600 ₹1,15,472 | 5,501 ₹1,13,430.62 Lowest |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge. | 25.96 | cum | 4,500 ₹1,16,820 | 4,299 ₹1,11,602.04 Lowest |
| 9.00 | Lowering, jointing of RCC NP-2 plain end pipes 400 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 | 3,048.66 | Mtr | 260 ₹7,92,651.6 | 240 ₹7,31,678.4 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 | 57.5 | Mtr | 78.82 ₹4,532.15 Lowest | 78.82 ₹4,532.15 Lowest |
Tender Value
₹22.4 L
EMD Value
₹44,891
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 laying of U/G RCC Pipeline Outlet RD 91000/R of Sanaur Disty.
2026_WR_163768_37
46/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹44,891
Yes
29 Jul 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 (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. | - | 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 Concrete 1:2:4 including supply, carriage & with stone ballast or shingle. | - | cum | - | - |
| 8 | Cement concrete 1:4:8 with brick ballast 40mm gauge. | - | cum | - | - |
| 9 | Lowering, jointing of RCC NP-2 plain end pipes 400 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 | - | Mtr | - | - |
| 10 | 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 | - | Mtr | - | - |
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