Tender For Repair And Maintenance Of Road From Jamalpur Pwd Road To Hattala Under Purbasthali - Ii Block
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Apr 2023
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
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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
Repair And Maintenance Of Road From Jamalpur Pwd Road To Hattala Under Purbasthali - Ii Block
BOQ
| Sl. No. | Item Description |
| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. |
| 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, including cost of all materials and machineries. 40%per Stone aggregrate (53mm to 22.4 mm Size) |
| 3 | 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 |
| 4 | 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) |
| 5 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).i) On Granular Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) |
| 6 | Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately] (b) Using Mobile HMP (Light duty) |
| 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 | 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 |
| 10 | Supplying sign-board of 25 mm thick sal plank with frame of all side of sal batten 50mm X 32mm with nailed on post 3.15m X 100mm X 100 mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sports of soil and repacking and consolidation the gap around the post with cement concrete (1:3:6) painting two coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of the EIC. |
| 11 | Add GST,as applicable @18% |
| 12 | Add Labour welfare cess @ 1% |
AI Tender Summary
Tender Timeline
Apr 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 17, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 19, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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