Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Eprocure
Opening Date15 May 2021
Closing Date15 Jun 2021
Tender Amount₹ 31,02,03,949
Costs
EMD
₹ 50,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_IWD_331195_1Bid Award Id
ViewTender No
WBIW/SE/NIC-I/NIT-1(e)/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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Supply of U-type Hot Rolled Sheet Pile as per EN10248 with Larssen interlocks with 750 mm width, Flange thickness 11.50 mm and Web thickness 9.3 mm ( 600 x 422 x 11/8.6 ), having the following properties : Minimum yield strength- 430 Mpa, Minimum Tensile Strength -510 Mpa, Sectional Modulus-1530 cm3/m, Weight per m -68.7 kg/m, Weight per m2 - 114.5 kg/m2 .
1411.05
-
14501.32
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Driving M S sheet piles of any kind of approved type and size conforming to I.S. code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by vibro-sinker including handling, cutting to requisite size,drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scraping and cleaning piles, painting the surface with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc. including all cost of labours, supply and carriage of equipmemnts to site (by any mean) as per drawing and direction of the Engineer-in-charge but excluding the cost of sheet piles.
1105.32
-
1535.04
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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
10719
-
6279.93
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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 directione (f) 25 mm to 30 mm shuttering without staging in foundation
32130
-
231.9
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Supplying and laying inverted filter in canal bed, canal slope, weep holes, block pitching etc. as per drawing including preparation of Subgrade etc. complete as per direction of the Engineer-in-chargee
1125
-
1634.13
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Quarrying, Carrying, supplying of river bed meterials from the E.I.C selected quarry site to the work site including cost of material, loading, unloading, stacking & carrage including all incedental charges like royalty and labour charges for laying River bed materials from stack of work site with all lead & lifts in between gap of C.C block etc. complete as per the direction of Engineer in Charge(Net volume to be arrived by deducting 1/10 th void from gross value)
325
-
2943.51
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Plain/ Reinforced cement concrete in sub-structure with course 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 up to work site by any means and including preperation 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. Crushing strength of cement concrete (for M-25)not less than 250 kg/ sq. cm. on 15 cm cube after 28 days. Maximum nominal size of aggregates 22.40 mm. E) RCC Grade M25
-
-
-
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(i) Height upto 5m II) With Batching Plant, Transit Mixer and Concrete Pump
9192.44
-
7286.92
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(ii) Height 5m to 10m II) With Batching Plant, Transit Mixer and Concrete Pump
70.99
-
7478.09
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Furnishing and placing Reinforced/prestressed cement concrete in Super-structure with course aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and admixtures, as necessary, including labour,cost and carriage of all materials up to work site by any means and including preperation 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. Crushing strength of cement concrete (for M-25)not less than 250 kg/ sq. cm. on 15 cm cube after 28 days. Maximum nominal size of aggregates 22.40 mm. (i) For solid slab super structure Height 5m to 10m II) With Batching Plant, Transit Mixer and Concrete Pump
21.12
-
8069.71
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Construction of precast RCC railing of M30 grade, aggregate size not exceeding 12mm, true line and grade, tolerance of vertical RCC post not exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per MORT&H standard drawing no.SD/202 and technical specifications
126
-
1981.86
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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 requiste 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. (i) Tor steel rods /HYSD Bars/TMT Bars( SAIL/ TATA/RINL)
1308.92
-
62048.01
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Supplying,Fitting and placing HYSD bar reinforcement in bridge super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requiste 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 (i) Tor steel rods /HYSD Bars/TMT Bars( SAIL/ TATA/RINL)
2.98
-
63086.45
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Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works
1060.42
-
10211.34
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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.
240
-
130.09
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material
192.94
-
1641.92
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Supply of stone boulders at site including Royalty and cess charges and loading, unloading and carriage etc complete. (Royalty certificate in original from concerned authority are to be submitted along with the bill, otherwise amount of Rayalty @ Rs.53.00 per Cum will be deducted from the bill)
73.58
-
3317.57
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Making filter with well graded 40 mm down ballasts and 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 up to 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) (a) Jhama ballast
329
-
2216.02
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Supply of stone boulders at site including Royalty and cess charges and loading, unloading and carriage etc complete. (Royalty certificate in original from concerned authority are to be submitted along with the bill, otherwise amount of Rayalty @Rs. 105.00 per cum will be deducted from the bill) b) Pakur source (Each weighing 25 kg & above).
712
-
2877.65
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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 ) b) 0.60 m X 0.90 m
150.4
-
497.73
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Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 20 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa
642
-
514.7
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate
payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
-
-
-
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I) For structural members of specified sections weighing less than
22.5 Kg./m
11.64
-
84354.72
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III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
11.46
-
87369.36
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Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge
141068
-
26.02
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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
3306.26
-
96.15
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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.
4965.76
-
87.1
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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.) (a)65 mm. dia
72
-
2590.45
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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.
480
-
89.36
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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.)
(a) 65 mm. dia
8
-
7977.22
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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) 60 cm dia. Cast Iron wheel.
8
-
3354.01
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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
30.2
-
1300.88
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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
-
-
-
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(ii) 10 cm av. Diameter
11952
-
108.6
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(ii) 12.5 cm av. Diameter
30202
-
164.02
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(iii) 15 cm av. Diameter
33836.4
-
245.47
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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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(ii) 10 cm av. Diameter
10756.8
-
93.89
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(ii) 12.5 cm av. Diameter
22511
-
104.07
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(iii) 15 cm av. Diameter
22562
-
118.78
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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. (a) Width of thinner end above 10 cm. and less than 15 cm.
(i) Jhaw / Eucalyptus.
18574.4
-
117.64
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Earthwork in making new embankment / ring bundh/ retired embankment by excavation of earth from borrow pits in all kinds of soil including making berms and depositing the same in layers not exceeding 25 cm. as per profile within an initial lead of 30 metre and lift of 1.5 metre including cost of nicking outlines, dug-belling, putting profiles, cutting and removing thick and thorny jungles, uprooting trees and stumps of all sizes upto 30 cm., girth from the site alignment as per direction of the Engineerin- Charge including dewatering, removal of weeds, carcasses, organic matter etc., if any, breaking clods, rough dressing, watering, ramming, compacting etc. complete. (Work to be executed on section measurement by pre-work & post-work level section)
A. Where land for earth owned/arranged by the Department.
19334
-
119.91
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Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
1352
-
132.35
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.
NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre.
(a) Where boats are not necessary.
1352
-
436.64
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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).
245504
-
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).
245504
-
6.79
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Dumping in position earth / sand filled gunny/polybags(capacity50 kg) within a lead of 30 metre inclusive of all lifts.
245504
-
3.39
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Construction of Sub-Base using local materials:
Construction of Sub-Base using local materials, spreding in uniform layers with motor grader on prepared surface, including screening the materials as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of specification for road and bridge works of MoRT&H (5th revision)
(i) For construction of Sub Base by compacting 1st class brick aggregates(40 mm down) and sand (in proportion of 60:40).
240
-
2057.56
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Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above 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 and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.
180
-
2449.13
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads
of MORD. C) 1200 mm dia
100
-
7817.59
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. (c) Above 900 mm dia Hume pipe
100
-
403.84
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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 hyacinth, 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-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
5012
-
136.88
... More
Earthwork from borrow pits 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 25 cm. and rough dressing etc. complete as per
profile.
942.26
-
83.71
... More
Taking out Jhaw / Eucalyptus piles from river bed or from elsewhere including carrying, stacking materials in the nearest stack yard. (a) Up to 17.5 cm. diameter.
44664
-
13.35
... More
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.
14860
-
9.05
... More
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.
196403
-
5.66
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