Public Works Roads Department Tender
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The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for Stbr/ridf-xxx/tihu/02 Improvement And Widening Of Road From Makhibaha To Buradia Embankment Via Bhojkuchi Under Mukhya Mantrir Unnata Pakipath Nirman Aachani (ridf-xxx) For The Year 2024-25 in Barpeta, Assam, with an estimated contract value of Rs. 3,55,05,800. The bid opening date for this tender is 05-09-2024 and the last date for bid submission is 21-09-2024. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Roads Department - PWRD Tender
Opening Date5 Sep 2024
Closing Date21 Sep 2024
Tender Amount₹ 3,55,05,800
Costs
EMD
₹ 7,10,116Document Cost
₹ 7,102Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_38735_47Bid Award Id
ViewTender No
CE/STBR/RIDF-XXX/NIT/28/2024 25/1 Dated 17-08-2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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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 p gto meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
6065.69
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Inter locking concrete Block pavement
I)a Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)
15125
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead
2234.38
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Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specifications clause 1302
180
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Length of Boulder Protection at 4 nos RCC Bridge (2 x 4 x 30.00 = 240.00 m)
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS :280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and Technical Specifications clauses 1301
360
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Providing and laying pitching on slopes laid over prepared media as per drawing and Technical Specification clause 1302. I Stone / Boulder
360
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
962.5
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