Urban Local Bodies has published Construction Of Black Top Road From Old Nh-6 To New Nhai Byepass Under Ward No - 03 Within Panskura Municipality In The District Of Purba Medinipur. Submission Date for this Tender is 08-01-2021. Road Work Tenders in Panskura West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Jan-2021 | Date | Date | 08-01-2021 |
| Name of Work: Construction of black top road from Old NH-6 To NEW NHAI Byepass under ward no - 03 within Panskura Municipality in the district of Purba Medinipur. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Water Bound Macadam Base Course. Providing, laying, spreading and compacting stoneaggregates 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)\n(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) . B. By Manual Means (Bottom Layer)Using 1.21 m³ of Grading-I Aggregates & 0.24 m³ Stone Screening Type-B per m3 of finished volume\nGrading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means. Using 1.21 m³ of Grading-II Aggregates & 0.24 m³ Stone Screening Type-B per m3 of finished volume. | 1 | 600 | M3 |
| 2 | 2 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade andcamber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : For both side shouldering | 3 | 180 | M3 |
| 3 | 3 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS:\n8887-1978 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\nincidental 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 @ 0.85 kg/sqm) | 4 | 8000 | M2 |
| 4 | 4 | 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 pakur variety stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same using viscosity grade paving bitumen 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,(by applying tack coat with cationic bitumen emulsion @ 0.25 Kg per sq.m of surface area) 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. | 5 | 8000 | M2 |
| 5 | 5 | Providing and laying Premixed Seal Coat (Type B) with approved quality pakur variety 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 Manual Means. (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) | 6 | 8000 | M2 |
| 6 | 6 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Bead on Bituminous Surface\nProviding and laying of hot applied thermoplastic compond 2.5 mm thick includxing reflectorising glass beads@250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads@ 250 gms per sqm area,thickness of 2.5 mm is exclusive of of surface applied glass beads as per IRC:35.The finished surface to be level ,uniform and free from streaks and holes complete as per Clause 803 of specification for Roads and Bridge Works of MoRT&H(5th Revesion) ( Vide Page No-266/item -8.09 under PWD roads Schedule 2015-16)\nThickness 75 mm on both side of road | 7 | 300 | M2 |
| 7 | 7 | GST ITEM (Effect from 01.01.2017)\n12%GST ON ESTIMATED COST OF Sl.No. 1 to 2 | 37 | 1 | Job |
| 8 | 8 | Labour Welfare (Effect from 01.01.2017)1 % cess on ESTIMATED COST OF Sl.No. 1 to 2. | 38 | 1 | Job |
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