Water Resources Department Tender
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Costs
EMD
₹ 9,50,000Document Cost
₹ 5,000Tender 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_131248_1Tender No
34/22A/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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Excavation of soil using hydraulicexcavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and lead .Disposal//carraige from 0 upto 450 m
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Disposal/carraige additional beyond 450 m utpo 1 Km
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Disposal/carrige for every additional km upto 10 km
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(24.5 c (i))
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 c (ii))
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Extra for rolling to specifications.(24.5 c (iii))
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Dressing of Earthwork (new work or remodelling) (6.3 i)
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Extra for dressing of dowel.(6.12)
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (0 to 1.5 mtr depth)
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (1.5 - 3.0 mtr depth)
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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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.(6.6)
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Dressing side slopes & preparation of sub grade for lining.(19.2)
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Dressing bed & preparation of sub grade for lining.(19.1)
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Putting (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.(19.12)
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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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Cement concrete lining 75 mm 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 mixers with an average lead of 1 KM (19.4)
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Filling Contraction Joint with sealing compound complete in all respect.(19.16)
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Filling expansion joints with special impervious hot pour 12.5mm wide.(19.16)
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Extra bitumen painting at 0.69 Kg. per sqm.(13.54)
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Polyethene films/ sheet of 100, 125, 150, 200, 250 micron (M-73)
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E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 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' more than 0.5m but upto 0.9 m
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m
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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type.(10.10(a)(ii))
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.(11.9)
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RCC M-20 in superstructure. (10.20)
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)(9.10)
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.(9.80)
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.(18.18)
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 i) (Average B of outlets is taken 0.20)
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Providing & Fixing Distance Marks
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Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
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10 mm thick cement plaster 1:4 on wall
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Dismantling Reinforced concrete (8.6 C)
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Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil.Depth UPTO 3 m CSR ITEM NO 21.1 (B)(a)
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Plain/RCC in open foundation complete as per drawing and technical Specifications. PCC Grade M15. CSR ITEM NO 21.7 (A)
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Furnishing and placing Reinforced/Prestressed cement concrete in super strucrure as per drawing and technical Specifications. RCC Grade M25.including centring and shuttering using concrete mixer, using cemet for solid slab strucrure including centring and shuttering height upto 5 m .CSR ITEM NO 22.1 (B)
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RCC approach slab using M-30 grade concrete, including reinforcement and formwork complete as per drawing and technical Specifications CSR ITEM NO 21.32 G
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.(22.12(a)
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Furnishing and placing Reinforced/Prestressed cement concrete in super strucrure as per drawing and technical Specifications. RCC Grade M25.including centring and shuttering using concrete mixer, using cemet for solid slab strucrure including centring and shuttering height upto 5 m .CSR ITEM NO 22.1 (B)
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Providing, fitting and fixing mild steel railing complete as per drawing and techincal specifications
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Drainage spouts complete as per drawing no. SD/205 and Technical specification with 0.6 m long GI 100mm dia. drainage GI light grade pipe
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm
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Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
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Supplying, Fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications
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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. .(19.20(i)
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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.(19.20(ii))
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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3(19.31)
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Extra allowance for providing templates in curved portion of lining.(19.13)
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