Water Resources Department Tender
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Costs
EMD
₹ 4,25,931Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127126_2Bid Award Id
ViewTender No
04/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Desposal carrage lead 450 mtr - 1 km (katcha)
5214.24
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Desposal carrage lead Above 10 km (katcha)
5214.24
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Desposal carrage lead 450 mtr - 1 km (Pucca)
5214.24
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Desposal carrage lead Above 10 km (Pucca)
5214.24
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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.
7083.84
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Dressing of new Earth work
24873.91
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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
1160.18
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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
190.06
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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.
515.72
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Dressing side slopes and preparation of sub grade for linning
30834.38
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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
33801.5
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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.
2313.14
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
659.21
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
9745.9
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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.
2490.31
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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.
280.88
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
2788.99
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Providing and Fixing Distance Marks
17
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Filling expansion joints with special impervious hot pour 12.5mm wide.
339.3
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Ordinary jungle clearance with discharge more than 1.5 cumes upto 4.5 cumes
1.5
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Brick Masonary Work in cement mortar 1:3 in foundation and plinth
91.84
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Deep Pointing on Brick work in 1:2 cement mortar
120
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Crane 35 tonne
24
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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 specifications in super structure
15
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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)
12.84
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Providing and laying Sign Boards on both sides
6
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Furnishing and Placing Reinforced/ Prestressed cement concrete in
super-structure as per drawing and Technical Specification RCC Grade M20 Case I Using Batching Plant, Transit Mixer and Concrete
Pump For Solid slab super-structure- including centering and shuttering Height up to 5m
27
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
7.98
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Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
18.51
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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.
3.23
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the
complete rate of RCC including bending and binding placing in position complete
2.58
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Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and
dressing ) With H more than 0.5 m. but upto 0.9 m
7
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Dismantling outlets including removal of dismantled material involving
lead upto 100 metres Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of
precast R.C. Slab With H more than 0.5 m. but upto 0.9 m
7
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H more than 0.5 m. but upto 0.9 m
7
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Any other Items
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