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Tender Value
₹14.8 L
EMD Value
₹30,000
Closing Date
11 Jun 2026, 10:00 am6d left
Executive Engineer, Bist Doab Canal GW Div JAL
Executive Engineer, Bist Doab Canal GW Div JAL
Rehabilitation of Mubarakpur Minor from RD 17000 to 17180 by laying pipeline and Construction of escape structure at RD 11000 of Mubarakpur Minor
2026_WR_168996_1
BDD/BDC/2026-27/10
Open Tender
Civil Works
90 days
NAWANSHAHR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹30,000
Yes
1 Jun 2026
1 Jun 2026
11 Jun 2026
1 Jun 2026
11 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1- | ||||||
| 1.01 | Dismantling concrete (d) Cement concrete plain1:2:4 mix | 2.51 | cum | 1,438.03 | ₹3,609.46 | t2 |
| 2 | Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven) | 25 | Hour | 829.1 | ₹20,727.5 | t3 |
| 3 | Filling cement bags with sand or earth and sewing including cost of E.C bags and strings. | 400 | Each | 10.54 | ₹4,216 | t4 |
| 4 | 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 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 upto 15 metres complete in all respect. | 263.82 | cum | 93.78 | ₹24,741.04 | t5 |
| 5 | 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. | 73.27 | cum | 191.74 | ₹14,048.79 | t6 |
| 6 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 29.19 | cum | 4,580.81 | ₹1,33,713.84 | t7 |
| 7 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Using Batching Plant, Transit Mixer and Concrete Pump. By mechaincal means. | 28.69 | cum | 5,697.05 | ₹1,63,448.36 | t8 |
| 8 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (ii) With Batching Plant,Transit Mixer and Concrete Pump | 30.29 | cum | 5,650.73 | ₹1,71,160.61 | t9 |
| 9 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 8.16 | cum | 5,734.18 | ₹46,790.91 | t10 |
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