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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.4 LAccepted-AOC | ₹52.4 L Quoted ₹54.4 L | L1 | Accepted-AOC Due to lower Rates |
| 2 | L2₹56.4 L+₹2.0 L (3.61%)Rejected-Finance | ₹56.4 L+₹2.0 L (3.61%) | 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 and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, 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. All classes of soil except rocky. | 16,802.27 | cum | 112 ₹18,81,854.24 | 106 ₹17,81,040.62 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. | 5,604.41 | Mtr | 262 ₹14,68,355.42 | 251 ₹14,06,706.91 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 | 353.47 | cum | 210 ₹74,228.7 | 191 ₹67,512.77 Lowest |
| 4.00 | Cement concrete 1:4:8 by manual means | 31.62 | cum | 4,171 ₹1,31,887.02 Lowest | 4,390 ₹1,38,811.8 |
| 5.00 | Cement concrete 1:2:4 by manual means | 45.75 | cum | 5,235 ₹2,39,501.25 Lowest | 5,453 ₹2,49,474.75 |
| 6.00 | Shuttering for concrete faces | 297.45 | sqm | 221 ₹65,736.45 Lowest | 221 ₹65,736.45 Lowest |
| 7.00 | First class burnt brick work laid in cement sand mortar 1:4 | 166.21 | cum | 8,000 ₹13,29,680 | 7,645 ₹12,70,675.45 Lowest |
| 8.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 399.74 | sqm | 202 ₹80,747.48 | 193 ₹77,149.82 Lowest |
| 9.00 | 10 mm thick Cement Plaster 1:4 on Floors | 142.48 | sqm | 153 ₹21,799.44 | 146 ₹20,802.08 Lowest |
| 10.00 | RCC slab 1:2:4 with 60 kg steel per cum | 4.3 | cum | 9,737 ₹41,869.1 | 8,851 ₹38,059.3 Lowest |
Tender Value
₹48.5 L
EMD Value
₹96,940
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/TF OF Sanaur Disty.
2026_WR_163768_26
46/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹96,940
Yes
20 Aug 2026
16 Mar 2026
31 Mar 2026
16 Mar 2026
30 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 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, 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. All classes of soil except rocky. | 16,802.27 | cum | - | - |
| 2 | 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. | 5,604.41 | Mtr | - | - |
| 3 | 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 | 353.47 | cum | - | - |
| 4 | Cement concrete 1:4:8 by manual means | 31.62 | cum | - | - |
| 5 | Cement concrete 1:2:4 by manual means | 45.75 | cum | - | - |
| 6 | Shuttering for concrete faces | 297.45 | sqm | - | - |
| 7 | First class burnt brick work laid in cement sand mortar 1:4 | 166.21 | cum | - | - |
| 8 | 10 mm thick Cement Plaster 1:4 on Side Walls | 399.74 | sqm | - | - |
| 9 | 10 mm thick Cement Plaster 1:4 on Floors | 142.48 | sqm | - | - |
| 10 | RCC slab 1:2:4 with 60 kg steel per cum | 4.3 | cum | - | - |
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