Irrigation And Waterways Department Tender
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The Irrigation And Waterways Department has issued a formal invitation for competitive bids for Wbiw/se/wc-i/nit-1(e)/2022-23 Sl-1 in Howrah, West Bengal, with an estimated contract value of Rs. 3,37,13,247. The bid opening date for this tender is 26-04-2022 and the last date for bid submission is 30-05-2022. Interested bidders for Irrigation And Waterways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Irrigation And Waterways Department Tender
Opening Date26 Apr 2022
Closing Date30 May 2022
Tender Amount₹ 3,37,13,247
Costs
EMD
₹ 6,74,265Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/wc-i/nit-1(e)/2022-23 Sl-1
Description
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Contact
Tender Id
2022_IWD_377628_1Bid Award Id
ViewTender No
WBIW/SE/WC-I/NIT-1(e)/2022-23Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.
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Supply of stone/Laterite boulders at site including cost of material , loading, unloading and carriage and including all incidental charges like Royality complete(Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone/ laterite boulder will be deducted from the bills of works) .
a) Laterite Boulder (Each weighing 20 kg & upto 40 kg) Rate of royality of Laterite boulder is Rs. 36.00 per Cum
420.46
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2048.85
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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 necessary void).)Charge (measurements will be on finished work / in stack after deducting after laying to achieve designed section as per direction of the Engineer- in - Charge (b) 1st class brick ballast
257.29
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2113.08
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Drilling holes of requisite diameter in R.S. joists channels, tees.Plates etc. (b) (I) Dia.above 12mm and depth upto 10 mm.
934
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16.97
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
(b) above 150 mm. thick
162
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1602.91
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Labour charges for stacking unloaded boulder / shingles to make them convenient for measurement as per direction of the Engineer-in-charge. a) Boulder of size above 20 kg
420.46
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80.32
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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.
52.52
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6193.45
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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
188.7
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37.04
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Labour charges for launching sausage length above 2.00 metre from boats in proper position and where use of multiple boat is necessary, including hire charges of boat, boatman etc complete as per direction of the Engineer-in-charge d) Sausage of 1.00 metre diameter.
375
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313.34
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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 )
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(iii) 15 cm av. diameter
2128.4
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118.78
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Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete(capacity 50kg)
3214
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6.79
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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
(iv) Without pumping out water but including shoring as required.
356.15
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130.09
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(b) Where staging is not required.
945.92
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242.08
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Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,
NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.
E) Beyond 4.00 km and upto 5.00 km
Earth work note for Royalty:-
(This rate is includes for compensation for earth for land owned/arranged by the contractor @ Rs. 25.00 per m3 and royalty charges on earth @ 29.00 per m3 & Cesses chagges @ Rs. 5.30 per m3 ( i.e., Rs. 15.00 per 100 cft. ), as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalty & Cesses.)
2787.54
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352.15
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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.
1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.
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Extra rate for stacking unloaded boulder on private land (where Govt. land is not available) to make them convenient for measurement as per direction of the Engineer-in-charge (land to be arranged by the contractor at his own cost. Note :- This item is payable only when the Engineer-in-charge in his discretion is satisfied about the necessity.
420.46
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9.05
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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
63.52
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5925.09
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Supply of Z-type cold rolled sheet piles of E250 of SAIL/TATA make with Normal interlock of width 690mm, Height 390mm & thickness 10mm (690mmx 390mmx10mm) having the following properties : Minimum yield strenght-430 Mpa, Minimum Tensile Strenght-510 Mpa, Sectional Modulas-2118 cm3/M, weight per metre-85kg/m, weight per sq.metre123.4 kg/m2. Supply of sheet piles are complete rate at site.
1680
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8366.28
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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.(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel.
I. SAIL/ TATA/RINL
26.94
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62224.85
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Labour charge for dumping / laying of Laterite / Stone Boulders / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.
(d) Brick Bats
878.84
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128.96
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UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge.
Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.
2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally.
427.45
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273.75
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(a) Where staging is required.
266
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400.44
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Coal tarring with 5% pitch including cost of material andl abour complete as per direction of the Engineer-in-charge
b) Two Coat
2140.47
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62.22
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Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in -charge.
b) Mesh size 125 mm x 125 mm with 10 SWG wire
144.39
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122.17
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Cast-in-situ cement concrete blocks or lining units as per designed section and specification, in nominal mix proportion 1:1.5:3 (corresponding to 20 mm Grade) with well graded 20mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 to act as a separator between the bottom surface of the block and the sand cushion/ filter material laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface by trowel without adding any additional cement and mortar, curing and filling the gaps between the adjacent units by 5.6mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion/ filter. Stone aggregates of Pakur varieties.
614.04
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7179.4
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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.
1735.54
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26.02
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(iv) 17.5 cm av. Diameter
1176
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302.03
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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.
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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 waterand poking and ramming layer by layer complete supply of sand. Quality of sand is to be approved by the Engineer-in-charge
76.05
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1139.53
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(iv) 17.5 cm av. diameter
980
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126.69
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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.
168
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130.09
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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]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
188.7
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176.72
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Making sausage cage circular in section with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including tying and 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 ) d) 1.00 metre diameter.
375
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590.49
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(iii) 15 cm av. Diameter
2409.6
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245.47
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b) 1.20 metre X 0.60 metre nominal section.
165
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630.08
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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.
1053.4
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403.84
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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.
i) Pakur Variety
431.88
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6487.42
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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.
635.65
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27.15
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Labour 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.
355
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472.84
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(i) 10 cm av. diameter
850.7
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93.89
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(i) 10 cm av. Diameter
905
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108.6
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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.
355
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132.35
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b) 1.20 metre X 0.90 metre nominal section.
50
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787.32
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Driving MS 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 vibrosinker includin ghandling,cutting to requisitesize,drilling holes,hoisting in position,welding,fabrication of sets oft apper piles,corner piles etc.withclutch bars asmay be required in cluding 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 brandand twocoats of readymixe doil bound paint (except red lead and blackjapan) etc.including all cost of labours,supply and carriage of equipmemnts to site as per drawing and direction of the Engineer-in-charge but excluding the cost of sheet piles.NB:-Measurement of are aunder ground to be takeni.e.straight lengthof pile multiplied by driven length).
1540
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1649.29
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Supply of different materials as per approved specification.
Bricks / Jhama / Bats sorted & stacked at site.
(f) Brick Bats.
878.84
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1301.44
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