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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.7 LAccepted-Finance 01 ENTERPRISES | ₹66.7 L | L1 | Accepted-Finance lower rates |
| 2 | L2₹67.7 L+₹1.0 L (1.52%)Rejected-Finance 1329 13 A STREET NO 2 BABA BUDHA JI NAGAR NEAR SHIV MANDIR RAMA MANDI JALANDHAR CITY PUNJAB 144005 | JALANDHAR | PUNJAB | 144005 | ₹67.7 L+₹1.0 L (1.52%) | L2 | Rejected-Finance higher rates |
| Sl No | Description | Qty | Unit | APEX ENTERPRISES L2 | SINGLA ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including dressing sides levelling of beds 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 out side/inside the town involving lead upto15meter complete in all respect. | 23,085.48 | cum | 104 ₹24,00,889.92 | 101.87 ₹23,51,717.85 Lowest |
| 2.00 | 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. | 5,142.9 | Mtr | 315 ₹16,20,013.5 | 311.04 ₹15,99,647.62 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 | 287.41 | cum | 200 ₹57,482 | 194.65 ₹55,944.36 Lowest |
| 4.00 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means using concrete mixer volumetric type | 37.98 | cum | 4,500 ₹1,70,910 | 4,488.1 ₹1,70,458.04 Lowest |
| 5.00 | Cement concrete 1:2:4 with stone ballast or shingle mixing by manual means using concrete volumetric mixer | 81.21 | cum | 5,700 ₹4,62,897 | 5,648.04 ₹4,58,677.33 Lowest |
| 6.00 | Centering and Shuttering for concrete faces | 478.71 | sqm | 235 ₹1,12,496.85 | 232.05 ₹1,11,084.66 Lowest |
| 7.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 192.03 | cum | 6,500 ₹12,48,195 | 6,398.16 ₹12,28,638.66 Lowest |
| 8.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 454.71 | sqm | 185 ₹84,121.35 | 181.4 ₹82,484.39 Lowest |
| 9.00 | 10 mm thick Cement Plaster 1:4 on Floors | 218.76 | sqm | 135 ₹29,532.6 | 134 ₹29,313.84 Lowest |
| 10.00 | RCC slab 1:2:4 with 60 kg steel per cum | 3.92 | cum | 9,500 ₹37,240 | 9,455 ₹37,063.6 Lowest |
Tender Value
₹63.4 L
EMD Value
₹1.3 L
Closing Date
17 Feb 2026, 6:55 pmClosed
Xen Fatehgarh Sahib Sirhind Division
Executive Engineer Fatehgarh Sahib Canal and Ground Water Division WRD Punjab Sirhind
Estimate for Lining of W/C by laying UGPL of O/L RD 46500/TR of Allowal Disty.
2026_WR_159235_2
03/2025-26
Open Tender
Civil Works
Item Rate
60 days
Near Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹1.3 L
Yes
15 Apr 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including dressing sides levelling of beds 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 out side/inside the town involving lead upto15meter complete in all respect.
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.
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
Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means using concrete mixer volumetric type
Cement concrete 1:2:4 with stone ballast or shingle mixing by manual means using concrete volumetric mixer
Centering and Shuttering for concrete faces
First class burnt brick laid in cement sand mortar 1:6 in 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
Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position.
Providing & placing of Steel foot steps complete
Jointing & Cutting of RCC Plain End NP-2 pipes 150 mm dia into trenches & laying same in correct alignment
Providing and fixing of Steel Shutter gate Assembly complete in all respects. (Shutter Arrangement)
Providing and Fixing Alfa Valve dia 600 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
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