Estimate for reconstruction of minor no 6 ( 0 to 5000) minor. No 7 (0 to 7523) and minor no 8 (0 to 5150) of budhlada branch with cement concrete lining M15 with 20 percent enhanced capacity
Canal - Lehal Canal Div - Patiala · Mansa, Punjab · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.0Cr
- EMD: ₹4.0L
- Published: 18 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: Department of Water Resources
- Office: Lehal Canal Division WRD Punjab, Patiala
Description
Estimate for reconstruction of minor no 6, 7, and 8 of Budhlada branch with cement concrete lining M15, including civil works such as earthwork excavation, dismantling, jungle clearance, laying of earth/fly ash, and other related activities, with an enhanced capacity of 20%. The work involves canal lining, earthwork, and structural preparations as per specifications.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (11)
- Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road
- Dismantling Of Brick Work
- Earthwork Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m (As per CSR item no. 6.19) cutting
- Excavation of soil using hydraulic JCB and hydraulic tractor trolley including cutting and loading in trolley and transporting to the embankment locations with all lifts and average lead 3.0 KM (KATCHA)
- Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering, rolling as per specifications for compaction. As per CSR item no. 6.2(g) (i),(ii)&(iii).
- 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
- Dressing side slopes and preparation of sub grade for lining
- Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes
- Centering & Shuttering for faces of walls, partitions, retaining walls, & the like (vertical or batening including attached pillasters butresses etc when curved)
- Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
- Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
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