Tender For Repair Road Of Chotkhanda Baroari Talla To Jujarpur Fott Ball Ground Within Memari-I Block
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Feb 2023
0 days left
EMD
40000
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
memari → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair Road Of Chotkhanda Baroari Talla To Jujarpur Fott Ball Ground Within Memari-I Block
BOQ
| Sl. No. | Item Description |
| 1 | Dressing and chilchalling Road flanks includingcutting and filling with earth up to 150 mm averagethickness finished with outward cross-grade of 1 in 30. (Extra quantity of earth for filling shall be obtained fromroad side borrow pits.) |
| 2 | 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, includingcost of all materials and machineries. |
| 3 | 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) |
| 4 | 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 ) |
| 5 | 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.) |
| 6 | 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 |
| 7 | Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15mx 100mmx 100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap around the post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of the Engineer-in-charge.Payment of concrete and painting to be made separately.900 mm. x 600 mm. size of board |
| 8 | Add18.0% forGST |
| 9 | Add 1% for Worker Welfare Cess |
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
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