Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date25 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 1,58,10,504
Costs
EMD
₹ 3,16,210Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/se/ec/nit-17(e)/2024-25 Sl-1
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_830898_1Tender No
WBIW/SE/EC/NIT-17(e)/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Above 17.5 cm. and up to 25 cm diameter.
255
16
4287
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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.
213
10
2285
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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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20.00 cm. Av. Diameter.
696
363
252996
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15 cm. Av. Diameter.
90
258
23276
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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.
Note: 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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20.00 cm. Av. Diameter.
417.6
141
59224
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15 cm. Av. Diameter.
63
125
7884
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Splicing (as per drawing and direction of the Engineer-in-charge) in position 150 mm. to 250 mm. dia. of individual bullah with 2 Nos. 1250 mm. x 75 mm. x 10 mm. M.S. flat and 4 Nos. half rings made of (700 x 75 x 6) mm. M.S. flat fitted and fixed with 4 Nos. 12 mm. dia. bolts with nuts and washers. Flat bars are to be fitted and fixed with 3 Nos. 20 mm. dia. through bolts with nuts and washers including cost of supply and carriage of all materials, making necessary scaffolding, stagging etc. drilling holes complete (splicing is to be done on position after the bottom bullah is driven as per necessity). Length of lap of bullah should be provided as five times the diameter of bullah or 90 cm. whichever is greater.
27
3260
88041
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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.
623
123
77221
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Best Seasoned wood work in shutters, posts, plates, rafters, battens, trusses, beams, purlins, bargas, wheel-guards, running boards, frames etc. including supplying at site, handling, hoisting, fitting & fixing in position excluding the cost of bolt and nuts only but including the cost of nails and screws with cost and carriage of all materials complete as per the direction of the Engineer-in-charge. (The quantum should be corrected upto 3 decimels).
-
-
-
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Sal Wood.
6.4
111013
710821
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Hard Wood (Mahua / Arjun / Tentul etc or similar quality hard wood as approved by the Engineer-in-charge.
3.5
58516
204865
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Labour charges for old or new wood work including hoisting, fitting & fixing including supplying new nails and screws wherever necessary etc. complete as per the direction of the Engineer-in-charge. (The quantum should be corrected upto 3 decimels).
6.6
7658
50569
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Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. a) Two Coat
1110.01
65
72761
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Supplying at site and fitting & fixing Mild Steel long nuts & bolts etc. complete as per the direction of the Engineer-in-charge.
440.77
90
39925
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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 InCharge. 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. A) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m.
0.19
89702
17133
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Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts).
3.62
491
1777
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Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure.
A) Area of Island between 120 m² to 140 m²
i) Height above bed level upto 3.25 m.
2
508883
1017766
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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 / pre-post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: For compensation for earth for land owned and arranged by the contractor add Rs. 25.00 per cum extra over rate of E/W for land owned /arrenged by the Depoartment. Royalty Charges on earth @29.00 per cum and cesses charges @ Rs. 5.30 Per Cum (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 royalties and cesses. A) Beyond 500 metre and upto 1.00 km.
236.43
330
78135
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Excavation for Structures
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 .
A) In all sorts of soil excluding marshy soil &
rocks (soft or hard) by manual means.
i) upto 3 m depth
a) With pumping out water including shoring as required.
166.99
147
24678
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Providing Bored Cast-in-situ R.C.C. pile in position asper specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding ofreinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). Note: 1. The Rate of providing the temporary steel casing up to 3m depth is included. 2. This rate is inclusive of cost of concrete for the length of pile above cut off level (dummy length) and cost of dismantling the same. 3. During the execution of the item necessary quantity of approved plasticizers to obtain the desired workability and strength is to be added, cost of which has been incorporated in the rate of the item.
PCC garde M 35 using batching plant transit mixture and Crane/Concrete Pump.
A) Using tripod, winches i) Pile diameter - 900 mm. Cement: OPC- 43/PSC/PPC
360
6502
2340925
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Performing High Strain Dynamic Pile Load testing by using Pile Driving Analyzer as per IRC: 78-2014 standard procedure with a hammer of suitable weight (1-2% of the test load or 5-7% of the dead load on the pile or suitable energy as decided byEngineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer hoisting arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials,completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer-in-charge.
A) For Test load 101 to 300 MT;
i) Within 60 km from Rajbhaban.
1
121911
121912
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Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge. 2.(V)(a) Steel plates (E-250 conforms to IS : 2062-2006) 6-10 mm
8.59
73273
629421
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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 flooras per relevant IS codes.
A) Pakur Variety.
Cement: PPC/PSC/OPC 33.
13.97
6513
90987
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).
A) 25 mm to 30 mm shuttering without staging in foundation.
6.2
249
1544
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Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification.
A RCC Grade M25.
i) Using Batching Plant, Transit Mixer and Concrete Pump.
Note :1. Maximum nominal size of coarse aggregates is 20 mm ( Pakur Variety)
2. From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in-Charge. 3) During the execution of the item necessary quantity of approved plasticizers to obtain the desired work ability and strength is to be added, cost of which has been incorporated in the rate of the item.
Cement: PPC /PSC / OPC 33.
84.62
7074
598637
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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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RCC Grade M25
A) Height upto 5m
i) With Batching Plant, Transit Mixer and Concrete Pump.
Note : 1) From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in-Charge.
2) During the execution of the item necessary quantity of approved plasticizers to obtain the desired work ability and strength is to be added, cost of which has been incorporated in the rate of the item.
Cement: PPC /PSC / OPC 33.
39.3
7369
289640
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RCC Grade M35
A) Height upto 5m.
i) With Batching Plant, Transit Mixer and Concrete Pump.
Note : 1) From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in-Charge.
2) During the execution of the item necessary quantity of approved plasticizers to obtain the desired work ability and strength is to be added, cost of which has been incorporated in the rate of the item.
Cement : OPC 43/PSC/PPC
8.01
7595
60841
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Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and 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.
A) RCC Grade M25.
i) Using Batching Plant, Transit Mixer and Concrete Pump;
a) For T-Beam & Slab a) Height upto 5m. Note : 1) From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in-Charge. 2) During the execution of the item necessary quantity of approved plasticizers to obtain the desired work ability and strength is to be added, cost of which has been incorporated in the rate of the item.
Cement: PPC /PSC / OPC 33.
165.59
8194
1356962
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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.2(ii)a. Steel materials : Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL ) (Fe 415/Fe 500/Fe 500D conforms to IS: 1786 )
35.94
71960
2586263
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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.2(ii)a. Steel materials : Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL ) (Fe 415/Fe 500/Fe 500D conforms to IS: 1786 ).
17.02
72119
1227467
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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 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. 2(ii)a. Steel materials : Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL ) (Fe 415/Fe 500/Fe 500D conforms to IS: 1786).
22.75
73213
1665599
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Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83 (Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications.
117000
1
139230
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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.
64
137
8772
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material Using brick bats and fine sand (Grading Zone III as per IS:383-1970) in proportion of 60:40
79.14
2162
171174
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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.
93.11
28
2663
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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) (a) With earth obtained from excavation of foundation.
126.01
9241
11645
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Strip Seal Expansion Jiont Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
26.4
11918
314635
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Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.With Pakur variety stone chips.
41
831
34107
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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 directionof the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).)
A) 1st class brick ballast.
70.02
2226
155884
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Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4).
116.7
6919
807516
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Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanised wire including cost of all materials, carriage upto site, placingand laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.).
A) 0.90 metre x 0.60 metre nominal section.
60
2940
176410
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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.
A) Mesh size 100 mm x 100 mm with 10 SWG wire.
2.16
156
337
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Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
153.72
45
6962
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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. Including using of approved putty etc. on the surface, if necessary :
With super gloss ( hi- gloss).
A) On timber or plastered surface :
i) Two coats (with any shade except white).
153.72
96
14840
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Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).
-
-
-
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PVC Pipes. (Dia).150 mm.
73.2
1692
123881
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PVC Pipes. (Dia).100 mm.
4.8
1041
5000
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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary:
A) On steel or other metal surface :With other than hi-gloss of approved quality
i) Two coats (with any shade except white).
120
85
10297
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Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length).
1404
34
48522
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Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
A) Where boats are not necessary.
702
13
9203
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Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.).
133.6
26
3503
... More
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
805
7
5756
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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.
805
8
6714
... More
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
805
3
2882
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