Repairing Work Of Culvert Approaches And Adjacent Flank Protection Of Near Ch . 1 . 00 Km , Ch . 2 . 50 Km And Ch . 3 . 50 Km Of Saptibari H . C To Ranirhat Road Under Jalpaiguri Highway Division In The District Of Jalpaiguri During The Year 2019-2020
Tender Value
9.33 Lakhs
Estimated cost
Bid Submission
06 Dec 2019
0 days left
EMD
18679
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
Dhupguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairing Work Of Culvert Approaches And Adjacent Flank Protection Of Near Ch . 1 . 00 Km , Ch . 2 . 50 Km And Ch . 3 . 50 Km Of Saptibari H . C To Ranirhat Road Under Jalpaiguri Highway Division In The District Of Jalpaiguri During The Year 2019-2020 . ( 2Nd Call )
BOQ
| Name of Work: Repairing work of culvert approaches and adjacent flank protection of near ch. 1.00 km, ch.2.50 km and ch. 3.50 km of Saptibari H.C to Ranirhat road under Jalpaiguri Highway Division in the district of Jalpaiguri during the year 2019-2020.(2nd Call) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .\nI. In all sorts of soil excluding marshy soil & rocks\n(soft or hard) by manual means.\na) upto 3 m depth\n(iv) Without pumping out water and shoring | BI01010001010000000000000515BI0100001112 | 32.4 | m3 |
| 2 | 2 | Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. | BI01010001010000000000000515BI0100001113 | 140.4 | m3 |
| 3 | 3 | Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. \n(With 100mm x 100mm mesh.) | BI01010001010000000000000515BI0100001114 | 598.68 | m2 |
| 4 | 4 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | BI01010001010000000000000515BI0100001115 | 51 | m3 |
| 5 | 5 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. | BI01010001010000000000000515BI0100001116 | 82.5 | m3 |
| 6 | 6 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. | BI01010001010000000000000515BI0100001117 | 33 | m3 |
| 7 | 7 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\ni) where staging is not required | BI01010001010000000000000515BI0100001118 | 106.2 | m2 |
| 8 | 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.\n(b) River bazree(N.B Variety) | BI01010001010000000000000515BI0100001119 | 21.42 | m3 |
| 9 | 9 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. \n(a) Depth up to 150 mm. | BI01010001010000000000000515BI0100001120 | 232.5 | m2 |
| 10 | 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nPakur Variety\n(ii) Grading-I Aggregate (63 mm to 45 mm) Using\nStone Screening Type B (11.2 mm)\nB. Manual Means | BI01010001010000000000000515BI0100001121 | 17.45 | m3 |
| 11 | 10.01 | Pakur Variety\n(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)\nB. Manual Means | BI01010001010000000000000515BI0100001122 | 17.45 | m3 |
| 12 | 11 | 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).\n(i) For WBM Surface:\n(with primer @ 0.850 kg/sqm) | BI01010001010000000000000515BI0100001123 | 232.5 | m2 |
| 13 | 12 | 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 of the 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 any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.\nPakur Variety Stone Chips | BI01010001010000000000000515BI0100001124 | 255.75 | m2 |
| 14 | 13 | Providing and laying Premixed Seal Coat (Type B) with approved quality Pakur Variety Stone 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).\nBy Manual Means\nWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) | BI01010001010000000000000515BI0100001125 | 255.75 | m2 |
| 15 | 14 | Add GST | 12 | % | |
| 16 | 15 | Add Labour Welfare Cess | 1 | % |
AI Tender Summary
Tender Timeline
Nov 29, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 06, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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