Water Resources Department Tender
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Costs
EMD
₹ 4,12,000Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129834_4Tender 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
Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5 b (i+ii+iii))
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E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (Depth Exceeding 0mtr but up to 1.50 mtr depth) (CSR item no. 19.19-b)
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E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (Depth Exceeding 1.5 mtr but up to 3.00 mtr depth) (CSR item no. 19.19-b)
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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. (CSR item no. 19.2)
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Dressing of bed and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.1)
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Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening including pillastering, buttresses etc. when curved) (CSR item no. 9.3)
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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-ch
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Cement concrete lining 75mm thick or less 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)
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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.
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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.(CSR 13.54)
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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. (CSR item no. 3/M-73)
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Filling expansion joints with special impervious hot pour 12.5 mm wide. (CSR item np. 19.16)
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Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i)
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Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s [CSR item no. 26.24-a]
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Earth work involved in dismantling Open lume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing) With 'H' more than 0.5 m. but upto 0.9m (CSR Item No. 20.018) (ii)
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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. 20.01C) (ⅱ)
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Extra labour for dressing of bricks on Open Flume and APM type outlet With 'H' more than 0.5 m. but upto 0.9m (CSR Itern No. 20.10 C) (ii)
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laying APM 2 to the correct Y and fixing in position ,Extra over time 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m. CSR ITEM NO. 20.04 C With 'H' more than 0.5 m. but upto 0.9 m
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
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1st Class burnt Brick work laid in csm1:3 in foundation & Plinth
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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.
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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. CSR item 10.15
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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)) (CSR Item NO. 20.15 (iv)
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Centring and shuttering for slab(CSR Item No. 9.11)
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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)
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Bending binding and placing in position steel reinforcement
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Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e)
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Dismantling brick work, tile masonry or tile lining (in cement mortar). (CSR item no. 8.5-b)
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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( CSR 21.1 B)
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DEPTH UP TO 3 MTR
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DEPTH ABOVE 3 MTR AND UPTO 6 Mtr
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CCM-15 plain/ Reinforced Cement Concrete in open Foundation complete as per drawing and specifications. (C.s.r -21.7 a)
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Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (CSR Item No. 10.12 )
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R.C.C M25 in open Foundation complete as per drawing and specifications. (C.S.R 21.7 E ii)
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R.C.C M30 in open Foundation complete as per drawing and specifications. (C.S.R 21.7 G ii)
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Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering (CSR item no. 22.1 (c (i) )
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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 csr no.(22.10)
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Providing and fixing drainage spout complete as per drawing and Technical specification. (C.S.R 22.8 A)
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Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.
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Reinforced Cement Concrete Crash Barrier Including steel reinforcement and formwork. Provisionof 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 , withHYSD reinforcement conforming to IRC:21 and dowel bars 25mmdia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board,keyedtothestructure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH33022/1/94-DOIIIdated24 June1994 as per dimensions in the approved drawing and at locations directed by the Engineer,all as specified-with concrete mixture. 22.12a
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Filling expansion joints with special bituminous material of size 600 mm depth and 20 mm wide
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Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification
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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
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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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Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per clause 6.9 of IRC 67-2012 for retro reflective sheeting &a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
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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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Providing & Laying center line with thermoplastic paint
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Providing & Fixing Delinator
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Providing & Fixing Cat Eye
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Earth work excavation in ordinary soil, exclusive of compensation of earth:-
Extra for pudding work (csr 6.2 f)
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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. (CSR item no: 16.17 )
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )
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Providing Tractor 24 HP for running 4 x 4 inch pumping sets for open dewatering
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Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) (CSR Item No. 25.4)
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Making bore and installation of pumping set for dewatering arrangements complete in all respects. (CSR item no: 25.5) as per Dewatering Plan attached)
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Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects.
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
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First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.
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Any Other Item
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