Water Resources Department Tender
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Costs
EMD
₹ 4,27,620Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127736_2Bid Award Id
ViewTender No
10/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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((b)) Disposal/ carraige additional beyond 450m upto 1Km (Kacha)
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((c)) Disposal/carraige for every additional Km upto 10 Km (Kacha)
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((b)) Disposal/ carraige additional beyond 450m upto 1Km (pucca)
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((c)) Disposal/carraige for every additional Km upto 10 Km (pucca)
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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.
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Dressingof new Earth work
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Dressing of dowel along water carring channel in addtion to
payment for dressed earth
work
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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
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Earth work for lip cutting forlining of irrigation channels inclusive of all allowances, lead and dressing :(b) 1.5m
to 3.0m depth
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Earth work in excavation infoundations 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.
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Dressing side slopes and preparation of sub grade for linning
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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
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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.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Filling Contraction Joint with special impervious hot pour 12.5mm wide
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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.
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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.
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
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Filling of expansion joints with special impervious hot pour 12.5mm wide.
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Providing and fixing distance marks
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Brick Masonary Work in cement mortar 1:3 in foundation and plinth
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Deep Pointing on Brick work in 1:2 cement mortar
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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
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Providing and laying Sign Boards on both sides Boards on both sides
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Cranes 35 tonnes
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (A) RCC Grade M20 Case I Using Batching Plant,
Transit Mixer and Concrete Pump
((a))For Solid slab super-structure- including centering and shuttering
((i)) Height up to 5m
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Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete as per drawing and Technical Specifications. Supplying, fitting and placing HYSD bar
reinforcement in substructure
complete as per
drawing and Technical
Specifications.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
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CONCRETE
Cement concrete 1:4:8
(a) With stone aggregate 40mm gauge
(i) mixing by mechanical means using concrete mixer volumetric type
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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.
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BRICK WORK first class burnt Brickwork laid in cement sand mortar 1:3 in foundation and plinth
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Cold twisted deformed (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 binding & bending and placing in position
complete
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Earth work for outlet:- (a) Earth work involved indismantling Open flume,
A.P.M. or O.S.M. type Outlet (including excavation,
refilling , consolidation and dressing ) (i) With H more than 0.5 m.but upto 0.9 m
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Dismantling outlets including removal of
dismantled material involving lead upto 100 metres.
( a) Dismantling O.F., A.P.M Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab
(i) With H more than 0.5 m.but upto 0.9 m
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Extra labour for dressing bricks On O.F. and
A.P.M. type outlets (i) With H more than 0.5 m.but upto 0.9 m
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any other item
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