Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Bankura-durgapur Road - Urgent Road Restoration Work With Paver Block Due To Heavy Rain Water Over Topping At 36th Km And Allied Works Under Bankura Sub-division No-i Pwd In The District Of Bankura During The Year 2024-2025 in Bankura, West Bengal, with an estimated contract value of Rs. 5,82,050. The bid opening date for this tender is 07-01-2025 and the last date for bid submission is 27-01-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Opening Date7 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 5,82,050
Costs
EMD
₹ 11,641Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WBPWD_795859_3Bid Award Id
ViewTender No
WBPWD/EE/BANKURA DIVISION/ NIT- 14/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
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Granular Sub-base with Graded Material-(Table:- 400-1). B. By Mix in Place Method:
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(v) Grading –V
10.8
1655
17884
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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, cross - drain 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
26.18
214
5603
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Cutting kutcha drain of 600 mm wide and depth up to 300 mm, including disposal of excavated material in embankment slopes within a lead of 50 m. (a) Through ordinary soil.
1500
14
21600
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
(a) Depth up to 150 mm.
180
14
2592
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. The Compaction factor of dry clean sand may be taken as 0.835;
22.5
713
16047
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B. By Mix in Place Method:
(iii) Grading – III
11.7
1585
18555
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b) For each additional Depth of 150mm and part thereof
450
19
8550
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Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scrapping and stacking the material as directed.
(b) By Mechanical means : (iii) Above 100 mm thick
180
15
2700
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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.
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth.
3.93
124
487
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(Using Pakur Variety Stone Chips 26.5 mm size 0.396 m3/m3 ,13.20 mmsize 0.264 m3/m3 ,5.60 mm size 0.3564 m3/m3 ,stone dust 0.3036 m3/m3 ).
Using Pakur Variety Stone Chips with stacking.
45
1980
89133
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