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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.3 LAccepted-AOC | ₹29.3 L Quoted ₹30.3 L | L1 | Accepted-AOC Lower Rates |
| 2 | L2₹31.4 L+₹1.1 L (3.63%)Rejected-Finance | ₹31.4 L+₹1.1 L (3.63%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | HARBANS SINGH GOVT CONTRACTOR L2 | M/S NIRMAL SINGH 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 dressing levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation , including the cost 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. | 8,676.19 | cum | 112 ₹9,71,733.28 | 106 ₹9,19,676.14 Lowest |
| 2.00 | Lowering, jointing of RCC NP-2 plain end pipes 450 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. | 3,016.7 | Mtr | 262 ₹7,90,375.4 | 251 ₹7,57,191.7 Lowest |
| 3.00 | 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 renches, 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 | 234.16 | cum | 210 ₹49,173.6 | 191 ₹44,724.56 Lowest |
| 4.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 166.16 | sqm | 230 ₹38,216.8 | 221 ₹36,721.36 Lowest |
| 5.00 | First class burnt brick work laid in cement sand mortar 1:4 foundation and plinth | 104.09 | cum | 7,976 ₹8,30,221.84 | 7,645 ₹7,95,768.05 Lowest |
| 6.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 250.12 | sqm | 198 ₹49,523.76 | 193 ₹48,273.16 Lowest |
| 7.00 | 10 mm thick Cement Plaster 1:4 on Floors | 79.6 | sqm | 152 ₹12,099.2 | 146 ₹11,621.6 Lowest |
| 8.00 | RCC slab 1:2:4 with 60 kg steel per cum | 2.79 | cum | 10,002 ₹27,905.58 | 9,304 ₹25,958.16 Lowest |
| 9.00 | Providing & fixing of Jungla & Man hole complete | 80 | KG | 119 ₹9,520 | 108 ₹8,640 Lowest |
| 10.00 | Lowering, jointing of RCC NP-2 plain end pipes 150 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 | 55.16 | Mtr | 86 ₹4,743.76 | 83 ₹4,578.28 Lowest |
Tender Value
₹28.2 L
EMD Value
₹56,372
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 LINING OF W/C BY LAYING UGPL OF O/L RD 98350/TL OF Sanaur Disty.
2026_WR_163768_27
46/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹56,372
Yes
25 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 pipe lines with straight or open cutting in streets or open area including dressing levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation , including the cost 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.
Lowering, jointing of RCC NP-2 plain end pipes 450 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.
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 renches, 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
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
First class burnt brick work laid in cement sand mortar 1:4 foundation and plinth
10 mm thick Cement Plaster 1:4 on Side Walls
10 mm thick Cement Plaster 1:4 on Floors
RCC slab 1:2:4 with 60 kg steel per cum
Providing & fixing of Jungla & Man hole complete
Lowering, jointing of RCC NP-2 plain end pipes 150 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
Providing and fixing steel Shutter gate asembly Dia 450mm
Providing and Fixing Alfa Valve dia 450 mm
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
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by manual means
Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
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