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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.3 CrAccepted-AOC BHUCHO | JAJAPUR | ODISHA | 755007 | ₹1.3 Cr | l1 | Accepted-AOC lowest |
| 2 | l2₹1.3 Cr+₹5.9 L (4.62%)Rejected-AOC KOTHI NO A 50 KARTAR COLONY OPP LAKE NO 03 GONIANA ROAD BATHINDA DISTT BATHINDA 151001 PUNJAB | BATHINDA | PUNJAB | 151001 | ₹1.3 Cr+₹5.9 L (4.62%) | l2 | Rejected-AOC highest |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
19 Feb 2026, 10:00 amClosed
Executive Engineer
Canal Rest House, Handiaya,148107
ESTIMATE FOR RECONSTRUCTION OF KALYAN DISTY FROM RD 0 TO 76950 OFFTAKING AT RD 108360L OF BATHINDA BRANCH CANAL WITH 10 PERCENT ENHANCED CAPACITY SLICE RD 59825 to 76950
2026_WR_159263_1
32/2025-26
Open Tender
Civil Works - Canal
Item Wise
60 days
Canal Rest House, Handiaya
AS PER TENDER NOTICE
2 documents required · 2 mandatory
₹2,000
Yes
₹2.2 L
Yes
Canal Rest House, Handiaya,148107
18 May 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
11 Feb 2026
Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge Discharge upto 1.5 cumecs
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 (Cutting)
Extra for laying earth/flyash as per specifications for compaction in 20 cm layers anddressing,watering, rolling as per specifications for compaction
Dressing of new Earth work
Filling expansion joints with special impervious hot pour 12.5 mm wide.
Earthwork for lipcutting for lining of irrigation channels inclusive of all allowances, lead and dressing:(a)0to 1.5m depth
Earthwork in excavation in foundations trenches etc. in all kinds of soil where Pick Jumperwork is not involved and not exceeding 2.0metres 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.
Dressing side slopes and preparation of subgrade for linning
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
Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325Kg/cum mixed in automatic computerised batching and mixingplant and transported to site in transit mixer with an average lead of 1 km. (For Lining+coping+sleeper)
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Filling Contraction Joint with special impervious hot pour 12.5mm wide.
Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material completeinall respectasper PWD specification and Engineer in Charge.
Dismantling brick work, tile masonry or tile lining (in cement mortar).
Earth work involved in dismantling open flume A.P.M. or O.S.M.type outlets with ‘H‘more than 0.50m but upto 0.90 m (including excavation, refilling, consolidation and dressing) .
Extra labour for dressing bricks onO.F. and A.P.M. type outlets with ‘H‘ more than 0.50 m but upto 0.90 m.
Dismantling outlets including removal of dismantled material involving lead upto 100 metres. ( (c )) Dismantling O.F., A.P.M.Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab ((ii)) With H more than 0.5 m. but upto 0.9 m
Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
Reinforced cement concrete (M-20)mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in foundation and plinth
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
Cold twisted detormed (Ribbed/ Tor Steel Bar)Bars Fe 500 grade as per IS 1786-1985, for R.C.Cworks, where not including in the complete rate of RCC includingbendingandplacing in position complete.
supply of outlet
C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered,concrete surface to give an even shade.
Painting new letters and figures of black synthetic enamel paint to an even shade
Any other item
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