Kolkata Metropolitan Development Authority-KMDA has published Repair Of Road Near Doharia Area , In Madhyamgram ( Municipality ). Submission Date for this Tender is 18-11-2020. Road Repair Tenders in Madhyamgram Municipality West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Repair of road near Doharia area, In Madhyamgram Municipality | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By manual means : From 25 mm to 50 mm thick. | 1 | 1090 | sqm |
| 2 | 2 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.(a) For average depth above 40 mm but not exceeding 75 mm by manual means:(i) Brick / Jhama metal surface. | 2 | 1090 | sqm |
| 3 | 3 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H\n(5th Revision).\n(i) For Construction of Sub Base by compacting 1st\nclass brick aggregates (40 mm down) and\nsand (in proportion of 60:40). | 3 | 168.75 | cum |
| 4 | 4 | Wet Mix Macadam Base Course: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 4 | 225 | cum |
| 5 | 5 | 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) | 5 | 2250.2 | sqm |
| 6 | 6 | 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).(ii) On Granular surfaces treated with primer\n(Using Bitumen emulsion at the rate of 0.25 to\n0.30 kg per sqm.) | 6 | 2249.9 | sqm |
| 7 | 7 | 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) | 7 | 4500.23 | sqm |
| 8 | 8 | Bituminous Macadam using Mobile Hot Mix Plant (Light Duty) Providing 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\napproved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of\nmachinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road &\nBridge Works of MoRT&H (5th Revision). B. For Grading 2\n(19 mm nominal size, 50-75 mm thick.) | 8 | 168.75 | cum |
| 9 | 9 | Semi-dense Bituminous Concrete\nProviding & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and\nlubricants and all other incidental charges complete.\nB. For Grading 2\n(10 mm nominal size, 25-30 mm thick.) | 9 | 67.5 | cum |
| 10 | 10 | Providing and fixing "typical citizen informatuion board having two nos MS sheet of 1.6 mm tk. 9800mmX750mm size is duly welded with two nos vertical and four nos horizontal MS flat 50mm X 6mm size on back. The ends of the MS flat to be welded with 2 X 2450mm X1150mm frame of MS square 75mmX75mm of 12 SWG sheet, two legs of MS square post to be embedded in cement conc. M15 grade of 600mm X600mm size and 750mm below the gr. level and keeping 50mm ht. above the gr. level, 2 coats of epoxy painting on MS square flat and back side of MS sheetsa with a coat of primer and 2 coats of ready mix approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the MS plate with bands and lettering of different approved shades as diorected as shown in the approved degign with oil bound ready mix synthetic paint . | 10 | 2 | nos |
| 11 | 11 | GST @ 12 % on Sl No 1 TO 10 | 11 | 1 | Total |
| 12 | 12 | Cess @ 1 % On Sl No t1 o 11 | 12 | 1 | Total |
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