Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 2,42,984
Costs
EMD
₹ 4,860Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBPWD_731589_2Tender No
WBPWD/AE/ISD/NIT-03/2024-25Tender Authority
Public Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
upto 3 m depth
14.61
1812
124
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.
(b) Where staging is not required.
57.85
12380
214
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.
-
-
-
(a) M-15 Grade
5.51
28796
5226.18
(b) M-20 Grade
10.31
57569
5583.83
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. (TATA/SAIL/RINL)
1.13
67827
60024.05
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
10.8
10737
994.2
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]
-
-
-
With 1:4 cement mortar
-
-
-
15 mm thick plaster
40.5
5122
126.48
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE :Cement 0.152 cu.m per100 sq.m.
40.5
1326
32.73
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 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
10
6980
698
Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
-
-
-
Extra for carriage of all kinds of earth by Mechanical Transport:
-
-
-
Carriage up to total lead of 2.0 km.
45
11331
251.8
ADD GST 18%
18
36698
203880
ADD LABOUR WEALFARE CESS 1%
1
2406
240578
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