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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | ₹26.3 L | L1 | Accepted-AOC Lower Rates |
| 2 | L2₹27.5 L+₹1.2 L (4.55%)Rejected-Finance 282 MODEL TOWN PHASE 3 URBAN ESTATE BATHINDA | BATHINDA | PUNJAB | 151001 | ₹27.5 L+₹1.2 L (4.55%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | ABHAY BUILDERS L2 | BAAN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means (jcb or hydraulic excavator ) in trenches for pipelines with straight or open cutting in streets 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 crossing over trenches for access to the houses,watching , fencing etc and removal of surplus soil outside/inside the town involoving lead upto 15 meter complete in all respect. | 5,128.75 | cum | 107 ₹5,48,776.25 | 100 ₹5,12,875 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. | 287.82 | cum | 210 ₹60,442.2 | 191 ₹54,973.62 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 . | 123.54 | cum | 7,542 ₹9,31,738.68 | 7,099 ₹8,77,010.46 Lowest |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 318.29 | sqm | 195 ₹62,066.55 | 190 ₹60,475.1 Lowest |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 151.09 | sqm | 155 ₹23,418.95 | 148 ₹22,361.32 Lowest |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 2.65 | cum | 10,349 ₹27,424.85 | 10,146 ₹26,886.9 Lowest |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 20.32 | cum | 5,699 ₹1,15,803.68 | 5,615 ₹1,14,096.8 Lowest |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 30.53 | cum | 4,291 ₹1,31,004.23 | 4,177 ₹1,27,523.81 Lowest |
| 9.00 | Lowering, jointing of RCC NP-2 plain end pipes 350 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 | 3,978.72 | Mtr | 168 ₹6,68,424.96 | 165 ₹6,56,488.8 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) | 40 | Mtr | 81 ₹3,240 | 78 ₹3,120 Lowest |
Tender Value
₹25.2 L
EMD Value
₹50,353
Closing Date
30 Mar 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
Estimate for laying of U/G RCC Pipeline at outlet RD 32436/R of Attalan Minor.
2026_WR_163768_19
46/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹50,353
Yes
23 Jun 2026
16 Mar 2026
31 Mar 2026
16 Mar 2026
30 Mar 2026
16 Mar 2026
Excavation by mechanical means (jcb or hydraulic excavator ) in trenches for pipelines with straight or open cutting in streets 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 crossing over trenches for access to the houses,watching , fencing etc and removal of surplus soil outside/inside the town involoving lead upto 15 meter complete in all respect.
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.
First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .
10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.
10mm thick cement plaster 1:4 on bed and top.
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
Cement concrete 1:4:8 with brick ballast 40mm gauge
Lowering, jointing of RCC NP-2 plain end pipes 350 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
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)
Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank
Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4
Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators)
Centreing &shuttering for Concerte faces
Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect
Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
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