Tender For Repair Of Road From Kamalnagar Ferry Ghat Road Within Purbasthali-Ii Block
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Feb 2023
0 days left
EMD
52000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
purbasthali → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repair Of Road From Kamalnagar Ferry Ghat Road Within Purbasthali-Ii Block
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil |
| 2 | 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). (i) Grading – III |
| 3 | Maintenance of Non-bituminous Base and Sub-Base or WBM RoadPatching of potholes by draining water, cutting the pothole area to rectangular shape with verticaledges, removing all loose materials, screening andstacking the same for reuse with new materials as per requirement, filling the pothole area withadditional volume of crushed stone materials /laterite / Jhama / broken shingles / coated stones of Pakur variety etc. and screenings as applicable,and compacting the same with static roller as perWater Bound Macadam Specification, including cost of all materials and machineries. 40%per Stone aggregrate (53mm to 22.4 mm Size) |
| 4 | 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). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type BManual Means |
| 5 | Providing close Eucalyptus Ballah pilling consisting of 150 mmdia(50% ) 100 mm dia (50% )Ballahof length 2.40 mtr.(1.50 Mtr. driven and 0.90 Mtr. exposed) at 650 mm c/c and provided with two horizantal halfsplice 100 mm dia ballah runner fixed with nail & bolts etc and providing 2.50 mtr. long Eucalyptus ties of 2.00 Mtr. centre to centre fixed with tie post driven 1.50 mtr. below G.L. including cost of all materials and two coat of coaltaring of all bollah etc. Including cost of providing, fillingempty sandbags with dry earthand proper laying ofthe sameaverage 0.75Mtr. width.complete as per direction. |
| 6 | 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 RevisionFor WBM / WMM Surface:(with primer @ 0.85 kg/sqm) |
| 7 | Providing, laying and rolling of Open - graded premixsurfacing 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 cleaningof the surface, screening, cleaning and pre-heatingstonechipsandfullypre-coatingthesameeitherusing viscosity grade paving bitumen VG-30 (60/70) including tackcoat with bitumen emulsion MS ,carryingthemixturebyanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,including mixing in Mobile Hot Mix Plant (Light Duty)andthoroughlyrollingwithasmoothwheeledroller 8-10tonnecapacity,finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechips and matrix, heating the matrix, preheating theaggregates to required temperature and includingthe hire charges of Mobile Hot Mix Plant (Light Duty)and other machinery, pay of operators, cost of fueland lubricants etc. complete to be followed by sealcoatofeitherTypeAorTypeBasperTechnicalSpecification Clause 508 for Rural Roads of MORD.(With application oftack coat @ 0.20--0.30Kg per Sqm &VG-30 (60/70)bitumin @ 1.46 Kg per Sqm ) |
| 8 | ProvidingandlayingPremixedSealCoat(TypeB) withapprovedqualitysand/[email protected]/100m2andbitumenbinderonthoroughlycleanedblacktop surface coated with tack coat, including heatingand mixing cleaned sand/grit (100 % passing through2.36mmsieveandretainedon180micronsieve)uniformly with bitumen binder, laying and spreading themixatanuniformrate usingsuitablemeans,brushingthesurface,ifnecessary,toensureuniformity,followedbyrollingwithpowerrollerincludingthecostandcarriageofbinderandaggregates,costofheatingthebinderand aggregates and all other incidental charges, cost offuelandlubricants,includinghirechargesofmachineries, tools & plants required for constructionandqualitycontrolcompleteasperClause511ofSpecificationsforRoad&BridgeWorksofMoRT&H(5th Revision). By ManualMeans (i)With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) |
| 9 | Construction of un-reinforced, dowel jointed, plaincement concrete pavement over a prepared subbase with cement content as per IRC: 15-2011, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mix design (as per IRC:44 2008), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint polysulphide sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and clause 602 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).PCC M-30, with Batch Mixed plant |
| 10 | Add GST,as applicable @18% |
| 11 | Add Labour welfare cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 04, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender