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Repairing Of Pothole For Durga Puja -2022 Under Slum Area Ghugomali, Niranjan Nagar, Chayan Para, Ektiyasal, Sukanta Nagar, Sibram Pally, Khudiram Colony, Jyoti Nagar, Aam Tala, Sashtri Nagar, Prasah Nagar, Paresh Nagar, Lower Bhanu, siliguri-West Bengal

Urban Local Bodies has published Repairing Of Pothole For Durga Puja -2022 Under Slum Area Ghugomali, Niranjan Nagar, Chayan Para, Ektiyasal, Sukanta Nagar, Sibram Pally, Khudiram Colony, Jyoti Nagar, Aam Tala, Sashtri Nagar, Prasah Nagar, Paresh Nagar, Lower Bhanu. Submission Date for this Tender is 26-09-2022. Road Work Tenders in siliguri West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

34039091
Repairing Of Pothole For Durga Puja -2022 Under Slum Area Ghugomali, Niranjan Nagar, Chayan Para, Ektiyasal, Sukanta Nagar, Sibram Pally, Khudiram Colony, Jyoti Nagar, Aam Tala, Sashtri Nagar, Prasah Nagar, Paresh Nagar, Lower Bhanu
Open Tender
Indian
West Bengal
siliguri
26-09-2022

Tender Details

Repairing Of Pothole For Durga Puja -2022 Under Slum Area Ghugomali, Niranjan Nagar, Chayan Para, Ektiyasal, Sukanta Nagar, Sibram Pally, Khudiram Colony, Jyoti Nagar, Aam Tala, Sashtri Nagar, Prasah Nagar, Paresh Nagar, Lower Bhanu Nagar, New Prakash

Key Value

Document Fees
INR 1000 /-
EMD
INR 19578.0 /-
Tender Value
INR 9.78 Lakhs /-

BOQ Items

Name of Work:Reparing of Pot hole for Durga Puja 2022 Under Slum area Ghugomali,llNiranjan Nagar,Chayan Para, Ektiyasal,Sukanta Nagar, Sibram Pally,Khudiram colony,Jyoti Nagar,Aam tala,Sashtri Nagar,Prasah Nagar, Paresh Nagar,ower Bhanu Nagar,New Prakash Nagar,Gandhi Nagar,Janata Nagar, Paresh Nagar,under Borough no-5
Sl. No. Item Description
1Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, dryingas necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials,heating matrix and applying tack coat (including sides),finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tackcoat. [Tack coat is to be considered separately]
2By grouting method using matrix @ 70 kg / m3 ofloose net volume of course aggregate. Requirementof key aggregate may be taken as 10% of coarseaggregate and size 11.2 mm.
3a.
4Open-Graded Premix Surfacing using Viscosity grade Paving Bitumen and HMP 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 stone aggregates, including thoroughly cleaning ofthe surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion,carrying the mixture by tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, gradeand level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregatesto required temperature and
5Using Batch type HMP of minimum capacity 60-90TPH
6Tack 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 asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
7On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.)
8Seal Coat
9Providing and laying Premixed Seal Coat (Type B)with approved quality sand/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).
10By Mechanical Means
11With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
12Mastic Asphalt 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 Mastic cooker including cost and carriage ofall ingredients, cost of heating aggregates and binder,mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slopeafter 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 of13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10 cm center tocenter in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of
1325 mm thickness
1418% GST
151% Labour Cess
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