Kolkata Metropolitan Development Authority-KMDA has published Repair Of Road Near Bagjola Khal Area , In Bidhannagar ( Municipality ). Submission Date for this Tender is 18-11-2020. Road Repair Tenders in BARANAGAR MUNICIPALITY West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Repair of road near Bagjola Khal area, in Bidhannagar (Municipality) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof.\n(a) upto 150 mm. thick | 1 | 10 | cum |
| 2 | 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(I) By Manual Means a) Bituminous Courses | 2 | 364 | cum |
| 3 | 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 3 | 13 | sqm |
| 4 | 4 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.\n(a) 1:3:6 proportion | 4 | 1.5 | cum |
| 5 | 5 | Brick work with 1st class bricks in cement mortar (1:4) \n(a) In foundation and plinth. | 5 | 7 | Cum |
| 6 | 6 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 6 | 8 | sqm |
| 7 | 7 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course scaffolding/staging where necessary (Ground floor).[Excludin cost of chipping over concrete surface] \n(ii) With 1:4 cement mortar.\n 20 mm thick plaster | 7 | 40 | Sqm |
| 8 | 8 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. \nIn ground floor.\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).\nUsing grey cement\n(iii) 35 mm. thick | 8 | 4 | Sqm |
| 9 | 9 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 9 | 40 | Sqm |
| 10 | 10 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\npakur variety | 10 | 6 | cum |
| 11 | 11 | 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). | 11 | 1070 | cum |
| 12 | 12 | 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). \n(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 12 | 9700 | sqm |
| 13 | 13 | 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). \n(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm. | 13 | 4850 | sqm |
| 14 | 14 | Providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision ) \nFor Grading 2 (26.5 mm nominal size, 50-75 mm thick.) \n(Using Batch Type HMP of minimum capacity 100-120 TPH.) | 14 | 364 | cum |
| 15 | 15 | Mastic Asphalt\nProviding 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 Mastic 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\ncleaning the surface, compacting, sealing the construction joints and surface finishing conformingto 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 spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic 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 quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H\n(5th Revision). i) 25 mm thickness | 15 | 4850 | sqm |
| 16 | 16 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)\n(iii) 20 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size \nCover: 600 mm X 75 mm\nFrame: 750 mm X 150 mm\nopening: 525mm\nWeight: 170 kg (approx) | 16 | 10 | Each |
| 17 | 17 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.\n(A) (i) Single Socketed 3 Meter Length.\n(c) 160 mm | 17 | 40 | Mtr |
| 18 | 18 | Removal of rubbish , earth etc from the working site and disposal of the same beyond the compound , in confirmity with the municipal / corporation rules for such disposal loading into truck and cleaning the site in all respect as per direction of engineer in charge . | 18 | 364 | Cum |
| 19 | 19 | GST @ 12 % on Sl No 1 TO 18 | 19 | 1 | Total |
| 20 | 20 | Cess @ 1 % On Sl No to 19 | 20 | 1 | Total |
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