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Tender Value
₹3.5 L
EMD Value
₹7,060
Closing Date
13 Jul 2026, 1:00 pm5d left
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for construction of escape at RD 210450 of Ghaggar Branch into Lehragaga Ditch Drain
2026_WR_170773_2
26 dated 24.06.2026
Open Tender
Civil Works - Canal
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹7,060
Yes
6 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of brick in cement sand mortar | 5.96 | cum | 718.49 | ₹4,282.2 |
| 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." | 5.96 | cum | 191.74 | ₹1,142.77 |
| 3 | Excavation by mechanical means(JCB or hydraulic excavator) in trenches for pipeline with straight or open cutting in street or open area including dressing sides levelling of bed of trenches to correct grade cutting joints 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 15mtr complete in all respects | 144.64 | cum | 93.78 | ₹13,564.34 |
| 4 | Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m | 5.78 | Cum | 5,579.18 | ₹32,247.66 |
| 5 | HYSD BARS | 0.27 | mt | 73,352.45 | ₹19,805.16 |
| 6 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 5.2 | Cum | 4,602.75 | ₹23,934.3 |
| 7 | Putting 1:3 (Cement:water) cement slurry with cement @2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes | 11.65 | Sq.Mtr | 22.19 | ₹258.51 |
| 8 | Lowering, jointing and cutting of RCC NP-2 Plain end pipes 500 mm dia with RCC collars & 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. | 85 | metre | 274.46 | ₹23,329.1 |
| 9 | Dressing side slopes and preparation of sub grade for lining. | 11.65 | Sq.Mtr | 18.48 | ₹215.29 |
| 10 | Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(A)Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. | 1.13 | Cum | 6,503.84 | ₹7,349.34 |
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