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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance NA | NA | NA | 121004 | ₹1.9 Cr | L1 | Accepted-Finance low |
| 2 | l2₹2.1 CrAccepted-Finance 1111 PHASE 3 STREET MODEL TOWN BATHINDA | ₹2.1 Cr | l2 | Accepted-Finance High |
| Sl No | Description | Qty | Unit | SUKHDEV SINGH CONTRACTOR L1 | AMANDEEP SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means(JCB or Hydraulic excavator) in Trenches forpipe line 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 ost 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 | 55,542.32 | cum | 100 ₹55.5 L | 120 ₹66.7 L |
| 2.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is notinvolved 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. | 766.23 | cum | 200 ₹1.5 L | 210 ₹1.6 L |
| 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 . | 335.92 | cum | 6,400 ₹21.5 L | 6,500 ₹21.8 L |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 802.06 | Sq.mt | 175 ₹1.4 L | 177 ₹1.4 L |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 266.91 | Sq.mt | 135 ₹36,032.85 | 140 ₹37,367.40 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 7.04 | cum | 9,160 ₹64,486.40 | 9,300 ₹65,472 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone
ballast or shingle | 60.33 | cum | 5,430 ₹3.3 L | 5,700 ₹3.4 L |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 67.12 | cum | 4,300 ₹2.9 L | 4,500 ₹3.0 L |
| 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 asper IS 458:2003 in all depths complete in all respect. | 20,197.18 | mtr | 420 ₹84.8 L | 440 ₹88.9 L |
| 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) | 45 | mtr | 90 ₹4,050 | 92 ₹4,140 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
9 Mar 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer, Ropar Canal and Ground Water Division WRD Punjab
Estimate for laying underground pipeline at Bathinda Branch for outlet at RD 82900/R (except supply of pipe)
2026_WR_161584_1
67/22A/2025-26
Open Tender
Pipe Laying Works
60 days
village raikot Distt. Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹3.5 L
Ropar Canal and GWD
28 Mar 2026
20 Feb 2026
9 Mar 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
2 Mar 2026
Excavation by mechanical means(JCB or Hydraulic excavator) in Trenches forpipe line 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 ost 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
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is notinvolved 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 700 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 asper IS 458:2003 in all depths complete in all respect.
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 respects
Any Other Items
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