Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date7 Oct 2021
Closing Date28 Oct 2021
Tender Amount₹ 1,41,72,488
Costs
EMD
₹ 2,83,450Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/wc-ii/nit-02e/2021-22, Sl 01
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
2021_IWD_345935_1Bid Award Id
ViewTender No
WBIW/SE/WC-II/NIT-02e/2021-22Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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c) Above 6 m depth
(i) With pumping out water including shoring as required.
219.42
-
257.91
... More
Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
(I) By Manual Means
(a) Cement Concrete
791.99
-
451.35
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Taking out Jhaw/Eucalyptus piles from riber bed or from elsewhere including carrying stacking materials in the nearest stack yard.
(a) Up to 17.5 cm. diameter
630
-
13.35
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Taking out bullah wailing pieces after removing nuts, bolts and iron nails and stacking the same within 150 metre from the site of work including sorting out and stacking serviceable meterials
144
-
10.18
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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.
240
-
9.05
... More
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.
60
-
2.26
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Removing earth/sand filled poly bags/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.
4000
-
6.79
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
152.49
-
734.64
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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 trenches.
523.1
-
27.15
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominalsize)excluding shuttering and reinforcement,if any,in ground floor as per relevant IS codes.
a) Pakur Variety
96.43
-
6540.1
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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 drawing and technical specifications.
C RCC Grade M25
I) Using concrete mixer
377.13
-
7520.93
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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 1mm 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.
53.29
-
62052.92
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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.
E RCC Grade M25
-
-
-
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(i) Height upto 5m
I) Using concrete Mixer
199.44
-
7872.74
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(ii) Height 5m to 10m
I) Using concrete Mixer
17.41
-
8074.09
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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.
30.64
-
62203.36
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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).
3228
-
6.79
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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 0.028cum/ bag.
3228
-
7.92
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Relaying displaced stone or laterite boulder pitching including dressing, preparing bed with necessary earthwork upto 30 cm depth complete with cost of collection of boulder within a lead of 30 metre.
192.45
-
225.11
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Labour charges for collecting loose scattered laterite and stone boulders from slope, bed or apron and stacking the same above ground level within a lead of 100 metre and all lifts as per direction of the Engineer - in-charge.
353.73
-
231.9
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Supplying / Replacing including fitting & fixing at site new Cast Iron guide channel true to the line & level for draw shutters of sluices as per drawing & direction of the Engineer-in-charge with Cast Iron hold fast not more than 1 Metre apart including two coats of anti-corrossive bituminous paint of approved make and brand over two coats of red lead primer. (Rate is inclusive of taking out of old guide channels, if required)
1335
-
82.58
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Supplying, fitting and fixing top runner fabricated by ISMB / ISMC of required size, 2 nos. for each gate of required length and fitting,fixing with required nos. of anchors / lugs by Mild Steel flat bar of required size bifurcated at one end and welded with the other end with top runner and providing with required drilled holes of required dia. for base plate and all other components as required including carriage of all materials to site complete including painting with two coats of anticorrosive bituminous paint of approved make and brand over two coats of red lead primer etc. all complete as per direction of the Engineer-in-charge.
196.8
-
78.05
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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 bush as necessary including cost of all materials, tools, labours and carriage to site complete of specified diameter as per direction of the Engineer - in - charge.
(b) 65 mm. dia
2
-
1220.56
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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
(a) 45 cm dia. Cast Iron wheel.
2
-
2386.83
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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.
497.34
-
95.02
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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-incharge.
(b) Musical Note, Harmonic Type
(ii) 127 mm x 6 mm
10.8
-
1312.19
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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.)
(b) 65 mm. dia.
2
-
2584.79
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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.
Pipe NP3 as per design in Single Row
(A) 900 mm dia
15
-
5130.34
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Filling of joints in concrete lining blocks, expansion joints of structure etc. with bituminous compound (VG 10 @ 0.693 MT /Cum) and sand inproportion 75:25 for filling the joints properly as per instruction of theEngineer-in-charge with hot sand and bituminous compound including cost of supply and carriage of all materials to site as per direction of the Engineer-in-charge.
2.07
-
30049.37
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Earthwork in re-excavation / silt clearance of drainage channels in all kinds of soil including sludge and slush but excluding slush mixed with industrial wastes, sewage, municipal garbage, carcasses, etc and depositing the same as per profile in proper place as directed by the Engineer-in-charge without causing hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition including removal of polypacks, brickbats, stone ballasts & boulders, remnants of bullah & bamboo pins and all kinds of water acinth, solid / semi solid compact mass formed due to water hyacinth and burning them to ashes or removing outside Govt land where necessary and removal of thick & thorny jungles upto 30 cm girth including shoring and shuttering, if required, and including initial removal of sludge and slush etc by pan or bucket if required, and making arrangement for bailing out of any seepage water and removal of sand or soil blown from underneath, all complete. (Measurement : Pre-w work and Post-work level section. Pre-work section to be taken after removal of water hyacinth and all other floating materials etc.)
(b) By mechanical means using hydraulic excavators within an initial lead of 30 M and an initial lift of 3.0 M
2125
-
136.88
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Extra rate for additional lead of earthwork in item Nos. 1.11 & 1.12 above.
(a) Each additional lead of 15 M or part thereof beyond 30 M up to 90 M
1913
-
49.77
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
(a) Depth up to 150 mm.
2880
-
16.29
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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). (ii) For Construction of Sub Base by consolidating.
(ii) For Construction of Sub Base by consolidating Laterite (90 mm to 45 mm):
380.16
-
644
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Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
380.16
-
2160.09
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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
1877.75
-
104.07
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Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete.
CLASS-NP-2
-
-
-
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150 mm dia pipe.
228
-
597.27
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Collar for above.
114
-
149.32
... More
300 mm dia pipe.
8
-
746.59
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Collar for above.
3
-
268.77
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Labour for laying, fitting and fixing in position RCC spun pipe (NP- 2) with collar, in canal banks, roads including caulking the joints as and when necessary with cement mortar (proportion 1:2) jute and bitumen etc. as approved, including preparing sub grade, curing, cost of carriage of pipes and collars from departmental stockyard complete
-
-
-
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(a) 15 cm dia
228
-
80.2
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(a) 30 cm dia
8
-
127.83
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Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete.
112.5
-
348.41
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Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces )
g) 1.05 metre x 0.60 metre nominal section
22.5
-
570.12
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