Repairing Of Bituminous Road From Laxmipur Ferry To Gp Office
Tender Value
31.26 Lakhs
Estimated cost
Bid Submission
25 Jan 2021
0 days left
EMD
62534
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patharpratima → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairing Of Bituminous Road From Laxmipur Ferry To Gp Office
BOQ
| Name of Work: Repairing of Bituminous Road from Laxmipur Ferry Ghat to Gram Panchayat Office at Achintyanagar Gram Panchayat ( Phase II) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | BI01010001010000000000000515BI0100001113 | 532 | cum |
| 3 | 1.02 | Supplying & Labour for spreading and consolidating stone metal of specific size in hard crust to requisite thickness (measured after compaction ) in layer including screening of aggregates as necessary , hand packing after soreading in uniform thickness rolling with power roller (8 to 10 tones capasity ) in stage to proper line grade& camber , spreading sweeping requisite type and quantity of screening meterials to fill up the interesticesnof course aggregate applying binding materials as directed watering etc. and lighting , guarding and barricating and making necessary earthen bundh of one meter widh on each side whwre necessary to project edges and preparing the bed boy the necessary cutting or filling and rolling all complete including the cost of all meterials and hire and labour charges of all men and machineries and as per specification and direction of Engineer - in - charge b) With coarse aggregate size (63 to 22.4mm) with Type -B screening for 75mm compacted thickness by manual means.GRADE-I | BI01010001010000000000000515BI0100001114 | 76.21 | cum |
| 4 | 1.03 | Supplying & Labour for spreading and consolidating stone metal of specific size in hard crust to requisite thickness (measured after compaction ) in layer including screening of aggregates as necessary , hand packing after soreading in uniform thickness rolling with power roller (8 to 10 tones capasity ) in stage to proper line grade& camber , spreading sweeping requisite type and quantity of screening meterials to fill up the interesticesnof course aggregate applying binding materials as directed watering etc. and lighting , guarding and barricating and making necessary earthen bundh of one meter widh on each side whwre necessary to project edges and preparing the bed boy the necessary cutting or filling and rolling all complete including the cost of all meterials and hire and labour charges of all men and machineries and as per specification and direction of Engineer - in - charge b) With coarse aggregate size (53 to 22.4mm) with Type -B screening for 75mm compacted thickness by manual means.GRADE-II | BI01010001010000000000000515BI0100001115 | 112.35 | cum |
| 5 | 1.04 | 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 1498 | sqm | |
| 6 | 1.05 | 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 | 8988.75 | sqm | |
| 7 | 1.06 | Providing and Laying 20mm thick Open Graded Premixed Carpet using 13.2 mm (@ 0.018m3/m2) and 11.2mm (@0.009m3/m2) size stone aggregates, including thorough cleaning of the surface, applying Tack Coat, screening, cleaning and preheating stone chips and fully precoating the same with matrix @ 54kg / m3 of aggregates, laying the premixed chips uniformly over the surface, hand packing, thoroughly rolling by power roller, including the cost and carraige of stone chips and matrix, heating the matrix and all other cost and charges in this connection including hire charges and cost of fuel and lubricants of machinery and equipments for construction and quality control as per IRC specification complete including cost of applying Tack Coat (a) Using mobile HMP (Light Duty) | 8988.75 | sqm | |
| 8 | 1.07 | Laying Premixed seal coat (Type -B) with approved quality sand / grit @ 0.6m3/100m2 and hot bitumen binder on thouroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36mm sieve and retained on 180microne sieve) uniformly with hot binder (@ 113.5kg/m3 of grit or sand) in suitable pan / mobile hot mix plant (light duty), laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to insure uniformaly, followed by rolling with power roller including the cost and carraige 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 and plants required for construction and quality control complete excluding cost of applying tack coat. (a) Using mobile HMP (Light Duty) | 8988.75 | sqm | |
| 9 | 1.08 | Supplying and labour for 10 cm dia Eucalyptus bullah of 5.00mtr length driving two third of total ballah at work site including dressing, making one end pointed (dia of bullah measured at 1.5m from the thicker end.)driving u c ballah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and placing heads incl 3.00no runner of 100mm dia ballah and 100.00mm dia ballah for tie bar @2.00m c/c including coal tarring. | 68.9 | mtr | |
| 10 | 1.12 | Add 12% GST | 1 | item | |
| 11 | 1.13 | Add 1% L&W cess | 1 | item |
AI Tender Summary
Tender Timeline
Jan 11, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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