Tender For Estimate For Rehabilitation Of Kasubegu Distributary From Rd 40000 To Rd 53000 With Cement-Concrete Lining, Including Including Construction Of Fall At Rd 45580.
Tender Value
2.90 Crore
Estimated cost
Bid Submission
07 Sep 2026
10 days left
EMD
5.80 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Firozepur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Rehabilitation Of Kasubegu Distributary From Rd 40000 To Rd 53000 With Cement-Concrete Lining, Including Including Construction Of Fall At Rd 45580.
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road a) Discharge upto 1.5 cum/s |
| 2 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. |
| 3 | Excavation in Soil (any type) 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. |
| 4 | Rehandling of earth work with average lead 15 mtr complete in all respect, as per instruction of the engineer incharge. The work maye be executed manually or by machinery. |
| 5 | Dismantling of existing brick lining or coping of canal including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. |
| 6 | Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 7 | 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. |
| 8 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (0 m to 1.5m) |
| 9 | Dressing of side slopes and preparation of sub grade for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge |
| 10 | 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 | Cement concrete lining 75mm thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 12 | Providing & laying LDPE Film 150 micron over sleeper complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 13 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) with all leads and lifts including loading, unloading etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 14 | Extra bitumen painting at 0.69 Kg. per sqm complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 15 | Filling expansion joints with special impervious hot pour 12.5mm wide |
| 16 | Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . |
| 17 | Providing and fixing distance marks complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge. |
| 18 | Providing and fixing boundary pillars complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge. |
| 19 | Basic rate for Ordinary earth/clay taken from private land including compensation but excluding royalty |
| 20 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With 'H' 0.5 m to 0.9 m. |
| 21 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With 'H' 0.5 m to 0.9 m. |
| 22 | Earth work involved in constructing new O.F, A.P.M. or O.S.M. type outlets. With 'H' 0.5 m to 0.9 m. |
| 23 | Extra labour for dressing of bricks for outlet With 'H' 0.5 m to 0.9 m. |
| 24 | Making temporary A.P.M. Block and fixing at site In case of new outlets where no dismantling and reconstructing of gullet walls is involved. |
| 25 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 26 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. |
| 27 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 28 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 29 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved. |
| 30 | Centring and shuttering for slab of culverts for vent height up to 3.00 mtr Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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