Water Resources Department Tender
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Costs
EMD
₹ 10,949Document Cost
₹ 500Tender Fee
₹ 646
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_WR_96391_2Bid Award Id
ViewTender No
E-Tendering Notice No. 0021/2022-23 Dated 09-02-20Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Dismentalling Of cement concrete 1:4:8
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Dismentalling Of cement concrete 1:2:4
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Dismentalling Of reinforced cement concrete
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Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead for disposal.
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Disposal/carraige from 0 upto 450m
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Disposal/ carraige additional beyond 450m upto 1Km (kaccha )
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Disposal/ carraige additional beyond 450m upto 1Km (Pacca )
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Disposal/carraige for every additional Km upto 10Km (kaccha )
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Disposal/carraige for every additional Km upto 10Km (Pacca )
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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. As per CSR item no 24.5(b) (i),(ii)&(iii)
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing
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As per x- section attched upto 1.5m depth
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As per x- section attched 1.5 to upto 3m depth
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As per x- section attched 3 to upto 4.5m depth
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Dressing side slopes and preparation of sub grade for linning
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Dressing bed and preparation of sub grade for linning
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Single layer brick lining 75mm thick for Irrigation channels (Distributaries and minors) cup and trapezoidal section for all depth consisting of first layer 12.5 mm thick cement plaster 1:5 on sub grade and finished, second layer of 10 mm thick cement plaster 1:3 properly rendered and finished, 75 mm thick bricks laid in 1:3 cement sand morter over second layer
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Extra allowance for providing templates in curved portion of lining
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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.
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Making dewatering arrangement by pumping set 4" x 4" (tractor driven)
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Filling cement bags with sand sewing and laying in position within 30 meters in wet including cost of E.C bags and strings.
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Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings.
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Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
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First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level.
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Laying Ist class burnt brick Masonry laid in 1:4 with CSM upto 1.50mtr. Height in foundation and plinth.
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1st Class burnt Brick work laid in csm1:4 in first story upto 4 mtr above plinth level
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1st Class burnt Brick work laid in csm1:4 in first story from 4 mtr to 6 mtr above plinth level
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First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
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First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
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Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 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 in all respects
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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 in all respects
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Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 550 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 in all respects
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Extra allowance for Scaffolding in tile,brick and concrete lining for side slopes only
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Laying brick on edge coping 356 mm wide and 115mm thick in 1:3 CSM
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Laying brick on edge coping 229 mm wide and 115mm thick in 1:3 CSM
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filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar
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Cement pointing 1:2 deep variety
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Cement pointing 1:3 deep variety
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12.5 mm thick cement plaster 1:3
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12.5 mm thick cement plaster 1:4
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10 mm thick cement plaster 1:3
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10 mm thick cement plaster 1:4
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Dressing of New Earth work
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Extra for dressing of dowel
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Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of First layer 12.5mm thick cement plaster 1:5 on sub grade and finished. Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. 75mm thick bricks laid in 1:3 cement sand mortar over second layer. (In side slopes for all sections)
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Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of First layer 12.5mm thick cement plaster 1:5 on sub grade and finished. Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. 75mm thick bricks laid in 1:3 cement sand mortar over second layer. (In bed for Trapezoidal Section Only)
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Earth work excavation in ordinary soil, exclusive of compensation of earth
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Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods
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Earth work undressed with a combined lead
upto 15 metres including breaking of clods
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Lead Extra for every 7.50 metres additional lead
beyond 15 metres but upto 300 metres.
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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 faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
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Any Other Item.
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Evaluation Notes How It Works ?
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