Water Resources Department Tender
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Costs
EMD
₹ 3,79,264Document Cost
₹ 5,000Tender Fee
₹ 5,900
Summary
Remodelling/reconstruction Of Sehna Disty Rd 0-100260 By Concrete Lining M15 Concrete Mix And Mixing Plant Carried To Site Of Work In Transit Mixers Of Laid With Mechnical /manually Paver With Specifiedthickness Slice Rd (79948 To 100260)
Description
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Contact
Tender Id
2024_WR_127616_1Bid Award Id
ViewTender No
09/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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BOQ Items
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Disposal/ carraige additional beyond 450m upto 1Km(kacha)
7041.68
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Disposal/carraige for every additional Km upto 10Km(kacha)
7041.68
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Disposal/ carraige additional beyond 450m upto 1Km(pucca)
7041.68
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Disposal/carraige for every additional Km upto 10Km(pucca)
7041.68
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing,watering, rolling as per specifications for
compaction.
6695.31
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Dressing of new Earth work
28751.44
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :(a ) 0 to 1.5m depth
1216.95
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :(b) 1.5m to 3.0m depth
44.57
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Earthwork excavation in foundations trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing ofbottom 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 meters.
471.39
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Dressing side slopes and preparation of sub grade for linning
25126.17
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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
28100
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Cement concrete lining 75mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum
mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
2066.79
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
518.5
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
9603.69
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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
1631.56
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LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material
complete in all respect as per PWD specification and Engineer in Charge.
284.75
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
2908.69
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Providing and Fixing Distance Marks
20
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Providing and Fixing Outlet (Patrolling Side)
2
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Providing and Fixing Outlet (Non-Patrolling Side)
6
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Filling expansion joints with special impervious hot pour 12.5mm wide.
316.89
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1st class burnt Brick Masonary Work in cement mortar 1:3 in foundation and plinth
8.5
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Cement Pointing 1:2 deep variety
35
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Crane 35 tonne
24
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Laying R.C.C. (M-20) In super structure using batching Plant upto hight 5 mter
9
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Laying R.C.C (m-15) including supply and carriage of material to site of work complete in all respects as per PWD specification
6
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TOR Steel Reinforcement for R.C.C. work including bending, binding and placing in position complete in all respects(*CTD bars)
4.84
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same
with suitable size aluminium alloy rivets @ 200
mm c/c to back support frame of 25x25x3mm
angle iron supported on a square hollow steel
section post 60x60x3.2mm conforming to IS 4923
firmly fixed to ground including foundation
concrete M-25 of size 0.45x0.45x0.60m for vertical
post complete as per clause 801 of MORT&H
specifications;Using high intensity Microprismatic grade retro
reflective Sheeting Type IV as per ASTM D 4956
09 and as per IRC 67 2012
2
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