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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | ₹10.6 L | L1 | Accepted-AOC Rates are below |
| 2 | L2₹11.3 LRejected-Finance | ₹11.3 L | L2 | Rejected-Finance Rates are higher |
| 3 | L3₹11.5 LRejected-Finance PUNJAB PB | ₹11.5 L | L3 | Rejected-Finance Rates are higher |
| 4 | L4₹11.5 LRejected-Finance 60 ST NO 1 D GTB NAGAR NEAR KK ROAD BYPASS SHRI MUKTSAR SAHIB | ₹11.5 L | L4 | Rejected-Finance Rates are higher |
Updated dates
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
1 May 2026, 2:00 pmClosed
Xen Tarn Taran Canal Division Tarn Taran
Xen Tarn Taran Canal Division Tarn Taran
ESTIMATE FOR THE LAYING U/G RCC PIPELINE IN WATER COURSE OF OUTLET R.D 30150/R OF RASULPUR MINOR.
2026_WR_166468_1
09/1-A Tender/14 works
Open Tender
Civil Works - Canal
Rasdulpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹72,000
2 Jun 2026
18 Apr 2026
1 May 2026
18 Apr 2026
1 May 2026
18 Apr 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 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 upto 15 meter complete in all respect | 1 | cum | - | - |
| 2 | 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. | 1 | - | - | - |
| 5 | First class burnt brick laid in cement sand mortar 1:6 in foundation and mortar 1:6 in foundation and plinth | 1 | Cum | - | - |
| 3 | (9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1 | Sq.Mtr | - | - |
| 3 | (10.10) Cement concrete 1:4:8 (a) with brick balast 40mm gauge (i) mixing by manual means | 1 | cum | - | - |
| 4 | (10.13) Cement concrete 1:2:4 (a) With stone ballast or shingle(i) mixing by manual means | 1 | cum | - | - |
| 5 | (10.13) Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by manual meansusing concrete mixer volumetric type including steel reinforcement | 1 | cum | - | - |
| 6 | (15.6) 10mm thick Cement Plaster 1:4 | 1 | Sq.Mtr | - | - |
| 7 | (15.38) 10mm thick cement plaster 1 : 4 on floors. | 1 | Sq.Mtr | - | - |
| 8 | (18.4) 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 | 1 | Qtl | - | - |
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tech_eval.pdf
fin_bid_open.pdf
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Tendernotice_2.pdf
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BOQpipeline.xls
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