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Tender For Renovation And Strengthening Of Bituminous Road At Petni Pukur Lane From Cwr Main Gate To Jail Khana Culvert In Ward No 4 Under Krishnanagar Municipality, krishnanagar-West Bengal

Urban Local Bodies has published Tender For Renovation And Strengthening Of Bituminous Road At Petni Pukur Lane From Cwr Main Gate To Jail Khana Culvert In Ward No 4 Under Krishnanagar Municipality. Submission Date for this Tender is 07-02-2023. Road Work Tenders in krishnanagar West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

35963201
Tender For Renovation And Strengthening Of Bituminous Road At Petni Pukur Lane From Cwr Main Gate To Jail Khana Culvert In Ward No 4 Under Krishnanagar Municipality
Open Tender
Indian
West Bengal
krishnanagar
07-02-2023

Tender Details

Renovation And Strengthening Of Bituminous Road At Petni Pukur Lane From Cwr Main Gate To Jail Khana Culvert In Ward No 4 Under Krishnanagar Municipality

Key Value

Document Fees
Refer document
EMD
INR 5818.0 /-
Tender Value
INR 2.90 Lakhs /-

BOQ Items

Name of Work: Renovation and Strengthening of Bituminous Road at Petni Pukur Lane from CWR Main Gate to Jail Khana Culvert in Ward no - 4 under Krishnanagar Municipality.
Sl. No. Item Description
1Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means
3Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
4Open - Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
5Providing 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). I) By Mechanical Means (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
6For GST add @ 18% over item no 1 to 5
7For Cess add @ 1% over item no 1 to 6
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