Water Resources Department Tender
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Costs
EMD
₹ 6,50,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129578_1Tender No
12/2024-2025 dated 08.11.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
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Providing and laying cement concrete Side lining 100 mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.
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In Side Slopes upto 2.0 m depth
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In Side Slopes above 2.0 m but upto 3.50 m depth
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Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised 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 computerised 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 computerised 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 computerised 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 batening including attached pillasters 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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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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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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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
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Plain/Reinforced cement concrete Grade M20 in foundation and plinth complete as per drawing and Technical Specifications
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Plain/Reinforced cement concrete Grade M25 in foundation and plinth complete as per drawing and Technical Specifications
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Providing and laying Shingle/Crushed stone filling jharries in blocks on Level surface Filling stone or spall on level. Supply with filling of 300 mm thick Graded Filter of fine sand below the 300x300x300 CCM-10 blocks as the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.
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Providing of hollow bulb seal and fixing in position including preparation of surfaces cpmlete in all respects and to entire satisfaction of engineer-in charge.CR 19(ii)
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Dressing side slopes and preparation of sub grade for lining
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Dressing bed and preparation of sub grade for lining
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C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type
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C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type
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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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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
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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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Shuttering for faces of concrete foundations and foundationbeams and plinth beam ( vertical or batening )
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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 Disposal/carraige from (a)0 upto 450m
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(b) 450m upto 1Km (pacca)
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(c) 450m upto 1Km (katcha)
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(d) 1 km to 10 km ( pacca)
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(e) 1 km to 10 km ( katcha)
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Any Other Item.
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Evaluation Notes How It Works ?
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