Water Resources Department Tender
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Costs
EMD
₹ 3,13,033Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129834_7Tender 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.
14392.25
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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)
3306.86
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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.
11234.86
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).
807.13
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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.
12625.76
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Cement concrete lining 75 mm thick or less (60 mm thick) 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) (For Lining, Coping and Sleepers)
856.88
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Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.40)
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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.
553.34
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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.
127.26
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
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Dressing of earthwork for new work or remodeling work Unit
17862.35
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Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s
2.9
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Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle by manual means
including supply and carriage of material at site of work complete in all respect. ( by manual means )
0.48
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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
0.1
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Bending binding and placing in position steel reinforcement
0.34
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Extra for Compensation & Royality for Ordinary Earth/Clay taken fron Private land. (CSR Item No. 6.4.a)
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Earth work involved in constructing new open flume, A.P.M. or O.S.M. type Outlets with ‘H‘ upto 0.5 m.
10
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Earth work involved in dismantling gullet walls of outlets for adjusting‘Y‘ of A.P.M. or ‘B‘ of open flume outlets With ‘H‘ more than 0.5 m. but upto 0.9 m (CSR Item No. 20.01.C) (i)
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Extra labour for dressing of bricks on Open Flume and APM type outlet with ‘H‘ upto 0.5 m.
10
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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 no dismantling and reconstructing of gullet walls is involved with ‘H‘ upto 0.5 m.
10
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Cement Concrete 1:4:8 mechanically mixed with brick ballast 40 mm using concrete mixer volumetric type.
24.93
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First Class burnt Brick work laid in CSM 1:4 in foundation & Plinth.
114.57
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Dry brick on edge paving sand grouted over 50 mm thick earth and mud plaster.
130.06
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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.
3.5
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needle vibrator but excluding steel reinforcement and centring-shuttering in foundation & plinth complete in all respect.
4.72
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
27.84
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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))
2
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First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. (CSR item no. 11.10)
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Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond complete in all respect (CSR item no. 14.19)
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Laying Cement plaster 10 mm thick in 1:3 CSM (CSR item no. 15.8)
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Supply,bending and fixing of Rungs, as per IS code 3873-1993 (CSR item no. 19.17)
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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)
4
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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 = 0.25 ft= 7.6 cm (min wt 68 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 = 9.9 cm (min wt 72 kg)
2
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Dismantling of Old Bridge (RCC Main Slab)
12.2
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
28.3
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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)
90.56
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (PCC M-15 Grade)
17.79
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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 .
66.03
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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
12.65
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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
19.94
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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.
27.2
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Suppling fitting & placing uncoated HYSD bar Reinforcement in sub structure complete in drawing and technical specification
5.71
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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.
69.36
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
69.36
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Filling expansion joints with special bituminous material of size 20 mm wide
14.2
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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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Informatory sign board 800 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as per technical clause 801 MORT&H specifications.
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Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H specifications
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications
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Rehandling of E/work (CSR chapter 6 note no.2 )
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Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work.
54.34
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Filling of contraction / construction joints with sealing compound to be applied hot after applying primer coat, complete in all respect.
4181.59
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