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Updated dates
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
5 Jun 2026, 10:00 amDue today
EXECUTIVE ENGINEER HARIKE CANAL DIVISION FZR
EXECUTIVE ENGINEER HARIKE CANAL DIVISION FZR
ESTIMATE FOR LINING/RE-LINING OF WATERCOURSE OF O/L RD 166780/R OF Sirhind Feeder
2026_WR_164545_10
0042/Harike Canal Division/2025-26
Open Tender
Civil Works
EXECUTIVE ENGINEER HARIKE CANAL DIVISION FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.2 L
25 Mar 2026
25 Mar 2026
5 Jun 2026
25 Mar 2026
5 Jun 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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,watering , 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. | |||||
| 2Earth 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. | |||||
| 3First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth | |||||
| 410 mm thick cement plaster with cement mortar 1:4 on side walls | |||||
| 510mm thick cement plaster 1:4 on floor | |||||
| 6Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | |||||
| 7Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | |||||
| 8Cement Concrete 1:4:8 with brick ballast 40mm gauge | |||||
| 9Lowering, jointing and cutting of RCC NP-2 plain end pipes 250 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. | |||||
| 10Lowering, jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 | |||||
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