Water Resources Department Tender
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Costs
EMD
₹ 3,65,484Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129834_8Tender No
009/FazilkaCanal/2024-25 dated 13/11/2024Tender 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 compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.
14898
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E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth)
3372.65
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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
11176.56
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Shuttering for faces of concrete foundation and foundation beam & plinth beam (vertical or bartening)
921.58
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Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all
respect as per PWD specifications and engineer-in-charge.
12841.59
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Cement concrete lining 75mm thick or less (60)mm laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver) (Lining Coping and Sleeper)
881.51
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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
550.94
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Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
76.03
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Filling of Construction/Contraction joints sealing compound including supply, carriage of material complete in all respect as per design/drawing and PWD specifications.
3750.31
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Dressing of earthwork for new work or remodeling work .
38422
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Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s .
3.47
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Laying cement concrete 1:3 :6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect.(BY Manual Means)
0.62
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Laying R.C.C. 1:2 :4 (M-15) excluding steel reinforcement but including centering and shuttering and vibrating the concrete (precast concrete )
0.13
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Bending binding and placing in position steel reinforcement
0.44
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Earth work involved in constructng new Open lume, A.P.M. or O.S.M. type Outlets With ‘H‘ upto 0.5 m.
9
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Extra labour for dressing of bricks on Open Flume and APM type outlet With ‘H‘ upto 0.5 m.
9
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Adjusting A.P.M. to the correct ‘Y‘ and fixing in position:- Extra over item No. 20.4 In case of new outlets where dismantling and reconstructing of gullet walls is involved With ‘H‘ upto 0.5 m.
9
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Cement Conc 1:4:8 mechanically mixed with brick ballast 40mm using concrete mixer volumetric type
20.34
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1st Class burnt Brick work laid in csm1:4 in foundation & Plinth
154.67
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Dry brick on edge paving sand grouted over 50mm thick earth and mudplaster.
260.12
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Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.
2.36
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect.
3.16
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Centring and shuttering in foundation of plinth.
18.51
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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 for Patrolling and Non Patrolling Bank (0.40 ft- 12.2 cm (min wt 76 kg)) .
1
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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. 7986-976 with Bt = 0.20 ft= 6.1 cm (min wt 65 kg).
2
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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. 7986-976 with Bt = 25 ft= 6.1 cm (min wt 65 kg)
2
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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. 7986-976 with Bt = 0.32 ft= 6.1 cm (min wt 65 kg)
4
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Dismantling of Old Bridge (RCC Main Slab)
3.42
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
11.67
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Earth work in Excavation in 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 (DEPTH UP TO 3 MTR)
33.72
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (M15)
18.92
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure height upto 5 mtr using Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering complete as per drawing Technical specifications .
65.9
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Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab for super-structure including shuttering & centering by Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering as per Drawing and Technical specification
13.34
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Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification
22.51
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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.
26.18
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Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification
5.96
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
66.76
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface.
66.76
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Filling expansion joints with special bituminous material of 20 mm wide
83.4
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges)
2
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Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting
2
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Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work.
20.23
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Any Other Item
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