Kolkata Metropolitan Development Authority-KMDA has published Repair Of Road Near Nakshapara Area , In Howrah ( Municipal Corporation ). Submission Date for this Tender is 18-11-2020. Road Repair Tenders in Howrah Municipal Corporation West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Repair of road near Naskarpara area , in Howrah (Municipal Corporation) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | 1 | 60 | cum |
| 2 | 2 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 2 | 11 | sqm |
| 3 | 3 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.\n(a) 1:3:6 proportion | 3 | 1.5 | cum |
| 4 | 4 | Brick work with 1st class bricks in cement mortar (1:4) \n(a) In foundation and plinth. | 4 | 10 | Cum |
| 5 | 5 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 5 | 15 | sqm |
| 6 | 6 | 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 | 6 | 75 | Sqm |
| 7 | 7 | 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 | 7 | 20 | Sqm |
| 8 | 8 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 8 | 75 | Sqm |
| 9 | 9 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.\n(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | 9 | 0.105 | MT |
| 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 | 2.8 | cum |
| 11 | 11 | 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.) | 11 | 2325 | sqm |
| 12 | 12 | Bituminous Macadam using Hot Mix Plant (HMP)\nProviding and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher 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\nmaterials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nB. For Grading 2 (19 mm nominal size, 50-75 mm thick.)\n(i) Using Batch Type HMP of minimum capacity 100-120 TPH. | 12 | 120 | Cum |
| 13 | 13 | 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 | 13 | 775 | sqm |
| 14 | 14 | 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) | 14 | 9 | Each |
| 15 | 15 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.\n(A) (i) Single Socketed 3 Meter Length.\n(c) 160 mm | 15 | 90 | Mtr |
| 16 | 16 | 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 . | 16 | 60 | Cum |
| 17 | 17 | GST @ 12 % on Sl No 1 TO 16 | 17 | 1 | Total |
| 18 | 18 | Cess @ 1 % On Sl No to 17 | 18 | 1 | Total |
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