Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 4,26,639
Costs
EMD
₹ 8,533Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit 09 Of 2024-2025 Of Ae/mtb/hwy/sub-divn, Sl 2
Description
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Contact
Tender Id
2024_WBPWD_780171_2Bid Award Id
ViewTender No
NIT NO. 09 OF 2024-2025 OF AE/MTB/HWT/SUB-DIVNTender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual Means. With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.). Using Pakur Variety Stone Materials and Packed VG-30 Bitumen.
75
48
3625.5
... More
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
150
10
1524
... More
Earthwork in excavation from borrow pits (land
owned/arranged by the Department) and depositingin layers of 250 mm. including breaking clods inembankment works and to fill up back of abutments,depressions and ruts with an initial lead up to 50 m andinitial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement). Royalty & cess is added which will be paid on production of necessary documents.
120
124
14904
... More
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 mending good damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the sameholes 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 .
50
698
34900
... More
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) upto 3 m depth, (i) With pumping out water including shoring as required.
18
124
2232
... More
Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge [Rate provided is exclusive of the cost of stone boulders and sausage crate.
71.7
1801
129169.7
... More
Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I wire. (With 100mm x 100mm mesh.)
321.12
201
64545.12
... More
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.
b) River bazree (NB Variety)
13.74
3884
53373.17
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where Staging is not required.
61.16
214
13088.24
... More
Add GST @ 18% on Rs.357978.93 i.e. total amount over item no. 1 to 12
357978.93
18
64436.21
... More
Add Labour Welfare Cess @ 1% on Rs.422415.14 i.e. total amount over item no. 1 to 13
422415.14
1
4224.15
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