Kolkata Metropolitan Development Authority-KMDA has published Repair Of Road Near Mn Sarkar Road Area , In Budge Budge ( Municipality ). Submission Date for this Tender is 18-11-2020. Road Repair Tenders in BUDGE BUDGE MUNICIPALITY West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: Repair of road near Mn Sarkar Road area, in Budge Budge (Municipality) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.\n(I) By Manual Means\na) In area of non-thorny jungle | 1 | 0.0992 | Hectare |
2 | 2 | Water Bound Macadam Base Course\nProviding, 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\nand camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including\nlighting, 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\nof MoRT&H (5th Revision). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means | 2 | 342.72 | Cum |
3 | 3 | Prime Coat: 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 Specification for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface:(with primer @ 0.85 kg/sqm) | 3 | 1713.6 | Sqm |
4 | 4 | Tack Coat: 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). On Bituminous Surface(with primer @ 0.225 kg/sqm) | 4 | 8960 | Sqm |
5 | 5 | Bituminous Macadam using Mobile Hot Mix Plant (Light Duty)\nProviding and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per\nTable 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and\nfinished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality\ncontrol complete as per Specifications B. For Grading 2\n(19 mm nominal size, 50-75 mm thick.) | 5 | 218.4 | Cum |
6 | 6 | Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate,fine aggregate,filler material and bitumen,prepared by using Mastick cooker including cost and carriage of all ingredients,cost of heating aggregates and binder,mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface,compacting,sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate specing of 10 cm center to center in both directions,pressed into surface when the temperature of surface not less than 100C,protruding 1 mm to 4 mm over mastick surface,including the hire charges of all tools and plants and machinery,pay of operators,cost of fuel and lubricants and all other incidental charges and qualituy conrol all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) 25 mm Thick | 6 | 8960 | Sqm |
7 | 7 | GST @ 12 % on Sl No 1 TO 6 | 7 | 1 | Total |
8 | 8 | Cess @ 1 % On Sl No 1 to 7 | 8 | 1 | Total |
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