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Construction Of Bitumen Road Balance Work From 117 Hatibari More To The House Of Gobardhan Jana At Srirampur Under Kakdwip Ps, parganas-West Bengal

Zilla Parishad-ZP has published Construction Of Bitumen Road Balance Work From 117 Hatibari More To The House Of Gobardhan Jana At Srirampur Under Kakdwip Ps. Submission Date for this Tender is 23-02-2024. Road Work Tenders in parganas West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

42062283
Construction Of Bitumen Road Balance Work From 117 Hatibari More To The House Of Gobardhan Jana At Srirampur Under Kakdwip Ps
Open Tender
Indian
West Bengal
parganas
23-02-2024

Tender Details

Construction Of Bitumen Road Balance Work From 117 Hatibari More To The House Of Gobardhan Jana At Srirampur Under Kakdwip Ps

Key Value

Document Fees
Refer document
EMD
INR 64000.0 /-
Tender Value
INR 32 Lakhs /-

BOQ Items

Name of Work:Construction of Bitumin Road Balance Work from 117 Hatibari More to the House of Gobardhan Jana at Srirampur under Kakdwip PS
Sl. No. Item Description
1Construction of Bitumin Road
2Construction of Embankment withMaterial Obtained from Borrow Pits Construction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to requiredslope and compacting to meet requirement of Tables300.1 and 300.2 with a lead upto 1000 m as perTechnical Specification Clause 301.5 for Rural Roads ofMORD. (Mode of measurement: pre works and post works)(a)Carriage up to total lead of 1.0 km
3Construction 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).
4P- 245 , It. No - 4.11(ii) & (iii) Providing, 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). (ii)Grading-I Aggregate (63 mm to 43 mm) UsingStone Screening Type B (11.2 mm) B.Manual Means Add cost at site of 1.21 m³ of Grading-I Aggregates & 0.24m³StoneScreeningType-Btoarriveatthe complete rate.
5(iii)Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B.Manual Means Add cost at site of 1.21 m³ of Grading-II Aggregates & 0.24m³StoneScreeningType-Btoarriveatthe complete rate.
6Providing 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). (Using 7.5 kg bitumen emulsion/10sqm) (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) 1 x 465.00 x 3.00x 1.02 =1422.90 M2
7Providing, layingand 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 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 smoot 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 Bas per Technical Specification Clause 508 for Rural Roads Of MORD.
8Providing 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 stone chips, cost of heating the 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 Specification for Road & Bridge Works of MoRT&H (5th Revision) with using cationic emulsion (R.S.-I)@ 0.225 Kg / m2 asTack coat.
9E.C. Bullah walling with earth bullah walling made of 150mm. Dia. Bullah @ 750 mm. c/c & & 100 mm. dia. Bullah @750 mm. c/c driven about 3.75 m. below g.l. including fitting& fixing 100 mm. dia. Tie bar & tie post @ 2.25 m. c/c including fitting & fixing 3 nos. 100 mm. dia. runner fitted & fixed with nails all complete
10Supplying, fitting & fixing Name Plate and Photographs
11Add 18% GST
12Add 1% L&W cess
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