Water Resources Department Tender
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Costs
EMD
₹ 6,60,000Document 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_131104_2Tender No
31/22A/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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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley.(19.38 b)
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Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 3 km lead with hydraulic tractor trolley.
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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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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.(19.19 a)
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.5 mtr depth (19.19 b)
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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 of Side Slopes and prepration of sub grade for lining.(19.2)
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Dressing of Bed and prepration of sub grade for lining.(19.1)
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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.(19.12)
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Cement concrete lining 10 cm thick or less with mechanical paver 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. (for vertical height upto 2.0 m) (19.36 a)
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Cement concrete M-15 laid manually for coping & sleepers with 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 (For Trapezoidal section and Cup section of all Radii) (19.4)
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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).(9.1)
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Filling Contraction Joint with sealing compound complete in all respect.(19.16 A)
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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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(M-73) Laying 250 mm wide LDPE film of 150 micron over sleepers for construction & expansion joints, complete in all respect.
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RCC M-20 mechanically batch mixed using batch type concrete mixer in foundation & plinth.
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Earth work involved in dismantling open flume, APM or OSM type outlets (including excavation, refilling, consolidation and dressing) withH more then 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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Cement Concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type.
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Reinforced cement concrete M-20 mechanicallt mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
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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.
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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 iii) (0.20 ft = 6.1 cm min wt 65 kg)
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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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Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.
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Laying Ist class burnt brick work laid in 1:4 with Cement sand mortar in foundation and plinth.@(as per CSR item no 11.7)
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Dismentling brick work,tile masonry or tile lining in cement
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Dismantling lime concrete, cement concrete of 1:6:12 or leaner mix (CSR item 8.6 (a)).
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Dismantling Reinforced concrete (CSR item 8.6 (e)).
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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 3 m to 6 m (CSR item 21.1 B (b)).
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Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects (CSR item no. 21.4)
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Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m (CSR item no. 21.32 F a).
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Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump (CSR item no. 21.32 F a (ii)).
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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 22.1)
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Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete as per dimensions in the PWD standard drawing no 27 section 4 including form work but excluding steel r/f and at locations directed by the engineer all as specified with concrete mixer (CSR item 12.22 e).
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications (CSR item 22.15 (ii)).
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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 (CSR item 22.8 b)
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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 (CSR item 22.13)
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Informatory Sign board 600x600 mm square as per IRC 67-2012 with high intensity microprismic retro reflective sheet as per ASTM D 4956-09 and as per IRC 67-2012. with retro reflective high intensity micro prismatic sheeting fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided amnd fixing the same with suitable size aluminium alloy rivets at 200mm c/c to back support frame of 25x25x3 mm angle iron frame supported on a square hollow steel section post 60x60x3.2 mm confering to IS 4923 without cost of defination plate firmly fixed to ground in foundation concrete M25 of size 0.45x 0.45x0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 of retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 (CSR item no. 24.46 c).
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Scraping Cement Plaster. (8.31 c)
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115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern in 1:3 cement sand mortar over 10 mm thick cement plaster 1:3 over 12.50 mm thick cement plaster in 1:5 on sub grade. (CSR 19.25 a)
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Extra allowance for scaffolding in tile, brick and concrete lining for side slopes only. (CSR 19.15)
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