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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC HOUSE NO 40 E PARTAP NAGAR PATIALA | PATIALA | PUNJAB | 140401 | ₹1.3 Cr | L1 | Accepted-AOC Due to lower Rates |
| 2 | L2₹1.3 Cr+₹2.5 L (1.99%)Rejected-Finance LADY LADY DISTY SUNAM SUB MINAR | SANGRUR | PUNJAB | 148001 | ₹1.3 Cr+₹2.5 L (1.99%) | L2 | Rejected-Finance Due to higher Rates |
| 3 | L3₹1.4 Cr+₹9.7 L (7.68%)Rejected-Finance VPO SHERON TEHSIL SUNAM DISTT SANGRUR PUNJAB 148106 | BARNALA | PUNJAB | 148106 | ₹1.4 Cr+₹9.7 L (7.68%) | L3 | Rejected-Finance Due to higher Rates |
| Sl No | Description | Qty | Unit | KEWAL KRISHAN GOVT CONTRACTOR L2 | NARESH KUMAR DUGGAL L1 | JAGPAL SINGH CONTRACTOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipeline with straight or open cutting in streets or open area including dressing sides levelling of bed 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 15 meter complete in all respect | 33,754.59 | cum | 101 ₹34,09,213.59 Lowest | 104.41 ₹35,24,316.74 | 105 ₹35,44,231.95 |
| 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. | 961.16 | cum | 191 ₹1,83,581.56 Lowest | 191.75 ₹1,84,302.43 | 203 ₹1,95,115.48 |
| 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 . | 352.47 | cum | 7,074 ₹24,93,372.78 | 6,738.56 ₹23,75,140.24 Lowest | 7,286 ₹25,68,096.42 |
| 4.00 | 10mm thick cement plaster 1:4 on sides walls | 644.04 | sqm | 172 ₹1,10,774.88 Lowest | 181.41 ₹1,16,835.3 | 184 ₹1,18,503.36 |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 625.5 | sqm | 132 ₹82,566 Lowest | 139.38 ₹87,182.19 | 140 ₹87,570 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 5.8 | cum | 9,267 ₹53,748.6 | 8,784.55 ₹50,950.39 Lowest | 9,452 ₹54,821.6 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 59.2 | cum | 4,948 ₹2,92,921.6 Lowest | 5,386.15 ₹3,18,860.08 | 5,529 ₹3,27,316.8 |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 71.59 | cum | 3,881 ₹2,77,840.79 Lowest | 4,472.85 ₹3,20,211.33 | 4,313 ₹3,08,767.67 |
| 9.00 | Lowering, jointing of RCC NP-2 plain end pipes 600 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 | 15,378.52 | metre | 329 ₹50,59,533.08 | 306.08 ₹47,07,057.4 Lowest | 358 ₹55,05,510.16 |
| 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) | 90 | metre | 77 ₹6,930 | 70.52 ₹6,346.8 Lowest | 87 ₹7,830 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
25 Aug 2025, 11:00 amClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Lining/Relining of w/c by using Brick Masonry or underground pipeline of outlet RD 34300/R of karhali of village devinagar kheri barna of Constituency Samana Distt Patiala (Laying and jointing of RCC UGPL system and other allied works in const.of w/c
2025_WR_138779_12
05/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹2.4 L
Yes
21 Aug 2026
16 Aug 2025
25 Aug 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
Amount
Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipeline with straight or open cutting in streets or open area including dressing sides levelling of bed 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 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
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 600 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) for 600 mm dia pipe
Centreing &shuttering for Concerte faces
Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect for 600 mm dia pipe
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
KEWAL KRISHAN GOVT CONTRACTOR (BID ID -673457)
JAGPAL SINGH CONTRACTOR (BID ID -673470)
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