Construction Of Bituminous Road With Construction Of Slab Culvert From Ramshai Pucca Road To The L/O Krishna Mohan Roy At Madhya Khagrabari Under Khagrabari-1 G . P . Under Maynaguri Block , Dist . -Jalpaiguri For The Year 2020-21
Tender Value
14.82 Lakhs
Estimated cost
Bid Submission
13 Nov 2020
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MAYNAGURI → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bituminous Road With Construction Of Slab Culvert From Ramshai Pucca Road To The L / O Krishna Mohan Roy At Madhya Khagrabari Under Khagrabari-1 G . P . Under Maynaguri Block , Dist . -Jalpaiguri For The Year 2020-21
BOQ
| Name of Work:Construction of bituminous road with construction of slab culvert from Ramshai pucca road to the L/O Krishna Mohan Roy at Madhya Khagrabari under Khagrabari-1 G.P. under Maynaguri Block, Dist.-Jalpaiguri for the year 2020-21 under 15 th f.c | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as\nnecessary 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\nwhen and where necessary.\nDepth up to 150 mm.\n | item01 | 480 | sqm |
| 2 | 2 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by compacting river bed materials.\n(iv) For Construction of Sub Base by compacting\nriver bed materials.\n | item02 | 48 | CUM |
| 3 | 3 | Water Bound Macadam Base Course\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam\nspecification including spreading in uniform thickness, hand\npacking, rolling with vibratory roller 8-10 tonnes in stages\nto proper grade and camber, applying and brooming\nrequisite type of screening / binding materials to fill up the\ninterstices of coarse aggregate, watering including lighting,\nguarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by\nnecessary cutting or filling, including cost of all materials\nand hire and labour charges of all men and machinery\nand compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(ii) Grading-I Aggregate (63 mm to 45 mm) Using\nStone Screening Type A (13.2 mm)\nA. Mechanical Means\n | item03 | 36 | cum |
| 4 | 4 | Grading-I Aggregate (63 mm to 45 mm) Using\nStone Screening Type B (11.2 mm)\nA. Mechanical Means\n | item04 | 180 | CUM |
| 5 | 5 | Prime Coat\nProviding and applying primer coat with Cationic Bitumen\nEmulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base\nincluding cleaning of road surface and spraying primer using\nMechanical means including cost and carriage of bitumen\nemulsion 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 / WMM Surface:\n(with primer @ 0.70-1.0 kg/sqm)\n | item05 | 2400 | SQM |
| 6 | 6 | Tack Coat\nProviding 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\nemulsion, 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\nRevision).\n(ii) On Granular surfaces treated with primer(Using Bitumen\nemulsion at the rate of 0.25 to0.30 kg per sqm.)\n | item06 | 2400 | SQM |
| 7 | 7 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen)\nBinder and Mobile Hot Mix Plant (Light Duty)\nProviding, 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)\nsize stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating\nstone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable\narrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base,\nincluding mixing in Mobile Hot Mix Plant (Light Duty)\nand thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and\ngrades including the cost and carriage of stone\nchips and matrix, heating the matrix, preheating the aggregates to required temperature and including\nthe hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel\nand lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical\nSpecification Clause 508 for Rural Roads of MORD.\n | item07 | 2400 | sqm |
| 8 | 8 | Seal Coat\nProviding and laying Premixed Seal Coat (Type B) with\napproved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen\nbinder on thoroughly cleaned black top surface coated with\ntack coat, including heating and mixing cleaned sand/grit\n (100 % passing through 2.36 mm sieve and retained on 180\nmicron sieve) uniformly with bitumen binder, laying and\nspreading the mix at an uniform rate using suitable means,\nbrushing the surface, if necessary, to ensure uniformity,\nfollowed by rolling with power roller including the cost and\ncarriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel\nand lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road &\nBridge Works of MoRT&H(5th Revision).\nI. By Mechanical Means\n(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)\n\n | item08 | 2400 | sqm |
| 9 | 9 | Spreading of sand over the bituminous surface @\n0.003 m3 per m2 of surface from the road side stacks\nand carriage of the same up to a distance of 150 m\nfrom stack complete including cost of sand.\n | item09 | 2400 | sqm |
| 10 | 10 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil | item10 | 288 | CUM |
| 11 | 11 | Excavation for Structures:-\nEarth work in excavation of foundation of structures as per\ndrawing 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\ntrenches, leveling, dressing and ramming the bottom, and back filling with approved material complete as per direction of the Engineer-in-Charge .\n I. In all sorts of soil excluding marshy soil & rocks\n(soft or hard) by manual means. a) upto 3 m depth\n (iv) Without pumping out water and shoring\n | item11 | 57.32 | cum |
| 12 | 12 | 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\narranged by Department within a lead of 150 m.\n | item12 | 11.46 | SQM |
| 13 | 13 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated\nlocations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials\nseparately as per Technical Specification Clause 202 for Rural Roads of MORD\n | item13 | 10 | CUM |
| 14 | 14 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with100 mm dia\nAC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per\ndrawing and Technical specifications.\n | item14 | 16 | QNTL |
| 15 | 15 | Hire and labour charges for Shuttering with or without staging up to 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with\nrequired bracing for any kind of plain or reinforced\nconcrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive\nof fitting, fixing and striking out after completion of work as per specification and direction.\n(a) Where staging is required.\n | item15 | 155.86 | SQM |
| 16 | 16 | \nb) Where staging is not required. | item16 | 11.13 | SQM |
| 17 | 17 | (II) Cement concrete with 30mm downgraded shingles excluding shuttering. N.B. Variety. In Ground Floor.\n (a)1:3:6 Proportion. G.F. Level:-\n | item17 | 0.99 | cum |
| 18 | 18 | Supplying, fitting and placing HYSD bar reinforcement in\nSub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than1 mm in size and conforming to IS280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. JSW/JSPL/SHYAM STEEL\n | item18 | 0.8 | mt |
| 19 | 19 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge(excluding\nbottom plugging) with coarse aggregates of appropriate\n nominal size and grading, fine aggregate(sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of\nall materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost\nfor quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork &\nreinforcement works. (a) M-15 Grade. Using concrete mixer\n | item19 | 62.1 | cum |
| 20 | 20 | (b) M-20 Grade. Using concrete mixer. | item20 | 5.814 | cum |
| 21 | 21 | Providing & fixing Concrete Sign Board as per IRC\nspecification of size 900 x 750 x 37 mm. thick made with C.C. 1:1½:3 with pakur variety stone chips reinforced with\ndouble layer IRC febric (75 x 75 mm. mesh) and fixed with\nnecessary nuts & bolts on two RC precast posts 100 mm x150 mm of height 2.65 m. of which top 750 mm is of\nsection 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same\nwith cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on\nboth faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer\netc. complete.)\n\n | item21 | 1 | nos |
| 22 | 49 | GST12% | item49 | 1 | Nos |
| 23 | 50 | CESS1% | item50 | 1 | Nos |
AI Tender Summary
Tender Timeline
Nov 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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