Water Resources Department Tender
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Costs
EMD
₹ 6,50,000Document Cost
₹ 1,500Tender Fee
₹ 5,900
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
2024_WR_129521_6Tender No
22 dated 06.11.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to site in transit mixer.
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Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to site in transit mixer.
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Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to site in transit mixer.
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Providing and laying cement concrete for Safety Ladders for irrigation channel using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to site in transit mixer.
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Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects
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Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or battering including attached pilasters butresses etc when curved)
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Filling Contraction Joint with sealing compound complete in all respect
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Filling expansion joint with Sealing Compound. complete in all respect
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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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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
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Making dewatering arrangement by pumping set 4" * 4" (tractor driven)
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Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. A) disposal/carriage from 0m upto 450m
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b) disposal/carriage from 450m upto 1km (katcha)
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c) disposal/carriage from 450m upto 1km (pucca)
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d) Disposal/carraige for every additional Km upto 10Km (katcha)
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e) Disposal/carraige for every additional Km upto 10Km (pucca)
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Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
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Dressing of Earthwork
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m
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Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
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Dressing of Dowel
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Earth work involved in dismantling outlet "H' upto 0.50 mtr
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Adjusting new APM block in correct ‘y’ and fixing in position
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt
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C.C. 1:4:8 with brick ballast 40 mm gauge
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Brick masonry in 1:4 CSM
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RCC M20 for slab
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Bending binding and placing in position CTD bars Fe 500
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Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
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Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth)
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Providing & Fixing Boundary Pillars
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Providing & Fixing Distance Marks
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
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Dag belling single Kassi stroke minimum 7.5 cm depth.
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E/W involved in dismantling O.F, A.P.M. or O.S.M. type outlets (i/c excavation, refilling, consolidation and
dressing) with 'H' upto 0.5 m
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E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' upto 0.5 m
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement
Masonry with 'H' upto 0.5 m
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Adjusting A.P.M. to the correct 'Y' and fixing in position
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' upto 0.5 m
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Providing A.P.M. CI block complete in all respects i/c supply of pig iron, cating and pattern making as per ISI
specifications no 7986-1976
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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
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R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure
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Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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Dismantling of old lining and brick work in cement sand mortar.
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Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 60 m
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Extra labour for dressing of bricks for outlet with ‘H’ from 0.50 mt to 1.5 mt
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Any other Item
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