Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Bridge Construction
Pipe Line Project
Eprocure
Opening Date8 Mar 2025
Closing Date22 Mar 2025
Tender Amount₹ 8,95,650
Costs
EMD
₹ 17,913Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/ee/kkbpd/e-nit-19/2024-25 Sl 05
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
2025_IWD_824421_5Tender No
WBIW/EE/KKBPD/e-NIT-19/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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600 mm dia
12.5
3442
43027
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Earth work from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. with in an initial lead of 30 metre and lift of 1.50metre including breaking clods and depositing the same in layers not exceeding 25cm. and rough dressing etc. complete as per profile.
1070.94
96
103389
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
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-
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I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
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upto 3 m depth
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-
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Without pumping out water and shoring
20.2
135
2744
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.
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a) PCC Grade M15
Using concrete mixer
9.36
6191
57931
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Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawingn and technical specifications.
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-
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A. RCC Grade M20
I) Using concrete mixer
10.85
7290
79123
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
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D. RCC Grade M20
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(i) Height upto 5m
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I) Using concrete mixer
10.75
7613
81837
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Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
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Tor Steel rods / HYSD bars / TMT bars (JSW/ JSPL / Shyam / SRMB/ /SSL/ BMASL / Electrosteel)
(Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786)
1.45
64822
93863
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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
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Tor Steel rods / HYSD bars / TMT bars (JSW/ JSPL / Shyam / SRMB/ /SSL/ BMASL / Electrosteel)
(Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786)
1.43
64981
93183
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Supplying,fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required length and size by making hole in to wall and fixing with necessary masonry work with maintaining proper line and levelas directed by the Engineer-in-charge. This item includes two coats of anti-corrossive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel.
101.6
91
9324
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Supplying /Replacing at site new pedestal or other similar items for sluices made with Mild Steel plates, angles, channels , holding down nuts & bolts etc. including fitting, fixing in position in concrete or masonry complete as per direction of the Engineer - in -charge.
69.25
92
6438
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Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per draw in gandinstruction given by the Engineer-in-charge) excluding cost of Mild Steel guide channel, sillbeam, gearing arrangement etc. but including painting with two coats of anti corrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.
177.73
100
17793
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Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as wellas flap shutter including guide paths, additional M.S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-in-charge.
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(b) Musical Note, Harmonic Type
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(ii) 127 mm x 6 mm
4.8
1382
6636
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Supplying /Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting,fixing in position with screw gearing arrangement for operating the draw shutter including taking out old gear rod by cutting bolts etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.)
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(b) 50 mm Dia
4
1807
7232
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Supplying / Replacing at site alloy steel bush for gearing arrangement of Mild Steel regulator shutter including fitting & fixing the same in Cast Iron wheel with bearing and necessary lubricant including cutting internal thread in the bushas necessary including cost of all materials, tools, labours and carriage to site complete of specified diameter as per direction of the Engineer - in - charge.
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(b) 50 mm. dia
1
1210
1211
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Supplying, fitting & fixing Cast Iron wheel (after taking out existin gone if necessary), rimmade of 28mm. to 36mm. dia to fit any size of gear rod including carriage to site, painting with two coats of bituminous paint over two coats of red lead primer etc .complete as per direction of the Engineer-in-charge.
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(b) 45 cm Dia CI Wheel
1
2514
2515
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
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With earth obtained from excavation of foundation.
3.19
9241
29507
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Painting on steel or other metal surface with any approved bituminous anticorrosive paint after preparing the surface including removing paints,cleaning,smoothening etc.including scaffolding where necessary including cost of all materials complete
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(b) Two coat
1.95
67
132
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Painting with ready mixed red lead paint of approved make and brand :
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(b) Two coats
1.95
65
128
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
16.38
255
4177
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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
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-
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iii) 15 cm av. Diameter
388.5
258
100474
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Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
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iii) 15 cm av. Diameter
340.7
125
42635
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Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.
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-
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(a) Width of thinner end above 10 cm. and less than 15 cm.
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(i) Jhaw / Eucalyptus
135
123
16733
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Coaltarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.
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-
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(a) Two coats.
235.16
65
15415
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Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge.
18
520
9375
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Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting,guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
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For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
18.75
2615
49047
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Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.
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a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
150
129
19487
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