Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Eprocure
Opening Date26 Mar 2025
Closing Date8 Apr 2025
Tender Amount₹ 5,68,395
Costs
EMD
₹ 11,368Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/ee/mdd/e-nit-15 E/24-25 /7
Description
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Contact
Tender Id
2025_IWD_830448_7Tender No
WBIW/EE/MDD/e-NIT-15 e/24-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
779
7
5570
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Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ), and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
779
8
6497
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Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
779
3
2789
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Earthwork from borrowpits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25cm. and rough dressing etc. complete as per profile.
210.96
96
20366
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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 .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth Without pumping out water and shoring
30.59
135
4156
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
31.1
430
13380
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
31.1
28
889
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Making filter with well graded 40 mm down ballast sand laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork upto 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer-in-Charge (measurements will be on finished work / in stack after deducting necessary void).)
(b) 1st class brick ballast
8.6
2226
19146
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Cast in situ Brick block pitching of required size with 1st class kiln burnt / picked jhama bricks in cement mortar including flush pointing on all faces except exposed face which will be plastered with 19 m.m. thick cement plaster & curing, dressing, ramming & preparing subgrade in slopes & bed with all leads & lifts including cost of all materials. The gap between adjacent blocks will not be more than 10 m.m. (Mortar mix for making blocks, pointing & plastering-1:4)
14.33
6616
94820
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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, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required.
68.47
255
17463
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes
a) Pakur Variety
12.07
6476
78172
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(E) 900 mm dia
10
5208
52082
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First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.
(a) In 1:4 proportion.
13.83
6606
91362
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
a) Pakur Variety.
0.24
7062
1695
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor/upto 4 m
Tor steel/Mild Steel
I. JSW/JSPL/SHYAM/SRMB/BMASL/Electro Steel/SSL
0.01
65093
911
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
38
137
5208
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar 15 mm thick plaster
49.73
194
9673
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE : Cement 0.152 cu.m per100 sq.m
27.83
39
1086
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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 into wall and fixing with necessary masonry work with maintaining proper line and level as directed by the Engineer-incharge. 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.
65.5
91
6011
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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 drawing and instruction given by the Engineerin-charge) excluding cost of Mild Steel guide channel, sill beam, gearing arrangement etc. but including painting with two coats of anticorrosive 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.
194.5
100
19471
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Supplying/Replacing Gun Metal Bush for screw gearing arrangement required for hanging arrangement of draw shutter and fitting & fixing with the screw gearing arrangement for operating the draw shutter by taking out the old screw gearing arrangement and Gun Metal bush etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.)
(e) 100 mm. dia.
1
10007
10008
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Supplying, fitting & fixing Cast Iron wheel (after taking out existing one if necessary), rim made of 28 mm. to 36 mm. 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.
(b) 60 cm. dia. Cast Iron wheel
1
3276
3276
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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.)
(c) 75 mm. dia.
3
3517
10551
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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 well as 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.
(b) Musical Note, Harmonic Type
(ii) 127 mm x 6 mm
6.15
1382
8502
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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.
68.36
92
6355
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Taking out old bamboo pins from piling and stacking the same within 150 metre from the site of work.
(a) Where boats are not necessary.
588
9
5604
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Taking out bamboo wailing pieces after removing iron nails and stacking the same within 150 metre from the site of work.
(a) Where boats are not necessary.
56
2
133
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Removing earth / sand filled polybags / gunny bags from the channel bed / slope and initially depositing the same near channel bank at a place as directed by the Engineer-in-Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.
429
7
3067
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Bailing or pumping out water from foundation trenches.
(Payment, if permitted, will be made on the quantity of water calculated on the basis of initial and final water calculated on the basis of initial and final water level measured before starting and completion of each days work which necessitates a bailing / pumping of water from the trench. The final level of water to be measured, will depend on the level at which the day's work will be taken up. The rate includes any seepage water that may percolate in the trench during pumping)
913.88
24
22737
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