Single Cell Box Culvert ( 2 . 0Mx2 . 0M ) At 3 . 50 Km Of Saptibari Health Centre To Ranirhat Link Road , Construction Work By Replacing Old And Weak Hp Culvert Under Jalpaiguri Highway Division In The District Of Jalpaiguri .
Tender Value
33.95 Lakhs
Estimated cost
Bid Submission
23 Dec 2020
0 days left
EMD
67918
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
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Not Available
Quantity
Not Available
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Address
Project Description
Single Cell Box Culvert ( 2 . 0Mx2 . 0M ) At 3 . 50 Km Of Saptibari Health Centre To Ranirhat Link Road , Construction Work By Replacing Old And Weak Hp Culvert Under Jalpaiguri Highway Division In The District Of Jalpaiguri .
BOQ
| Name of Work:Single cell box culvert (2.0mx2.0m) at 3.50 km of Saptibari health centre to Ranirhat link road, construction work by replacing old and weak HP culvert under Jalpaiguri Highway Division in the district of Jalpaiguri. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.\nBy Mechanical Means\nCement Concrete | BI01010001010000000000000515BI0100001112 | 18.55 | m3 |
| 2 | 2 | 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(i) With pumping out water including shoring as required | 389.91 | m3 | |
| 3 | 3 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.\n(b) By mechanical means (without milling machine) :\n(ii) From 50 mm to 100 mm thick. | 37.5 | m2 | |
| 4 | 4 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.\nBoulder Laid Dry Without Wire Crates.\n [stone with minimum size of 200 mm= 1.00 cum.& stone spalls=0.20 cum ] | 45 | m3 | |
| 5 | 5 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 147.15 | m2 | |
| 6 | 6 | 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. | 45 | m3 | |
| 7 | 7 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. | 36 | m3 | |
| 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 N.B Variety Stone Chips | 73.53 | m3 | |
| 9 | 9 | Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.\nRCC Grade M25(Using Pakur Variety Stone Chips)\n(i) Height upto 5m\nI) Using concrete Mixer | 78.12 | m3 | |
| 10 | 10 | Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.\nRCC Grade M20(Using Pakur Variety Stone Chips)\n(i) Height upto 5m\nI) Using concrete Mixer | 98.13 | m3 | |
| 11 | 11 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-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 than 1 mm in size and conforming to IS 280 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.\n(ii) a. Tor Steel rods / HYSD bars / TMT bars (SAIL/ TATA / RINL ) (Supplied by agency) | 5.52 | MT | |
| 12 | 12 | 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.\n(a) Where staging is required. | 173.77 | m2 | |
| 13 | 13 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.\nb) Two Coats | 13.26 | m2 | |
| 14 | 14 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | 40 | Nos | |
| 15 | 15 | 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. (With 100mm x 100mm mesh.) | 992.72 | m2 | |
| 16 | 16 | 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. | 234 | m3 | |
| 17 | 17 | 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. | 134.84 | m3 | |
| 18 | 18 | Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.\nWith Pakur variety stone chips | 60 | Each | |
| 19 | 19 | 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(iii) On Cement concrete pavement @ 0.325 Kg/m2 | 55 | m2 | |
| 20 | 19.01 | (i) On Bituminous Surface @ 0.25 Kg/m2 | 194.5 | m2 | |
| 21 | 20 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) 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 by means of approved and suitable arrangements 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 materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision)\nB. For Grading 2 (Using Pakur Variety Stone chips)\n(19 mm nominal size, 50 mm thick.) | 9.73 | m3 | |
| 22 | 21 | 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 Type B as per Technical Specification Clause 508 for Rural Roads of MORD.\nPakur Variety Stone Chips | 194.5 | m2 | |
| 23 | 22 | Providing and laying Premixed Seal Coat (Type B) with approved quality 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).\nPakur Variety Stone Aggregate | 194.5 | m2 | |
| 24 | 23 | 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).\n(iv) For Construction of Sub Base by compacting river bed materials. | 93.05 | m3 | |
| 25 | 24 | 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 mpacting 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)\nCarriage up to total lead of 1.0 km. | 300 | m3 | |
| 26 | 25 | Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.\n(E) 900 mm dia | 10 | m | |
| 27 | 26 | Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works).\nWith bamboos of length upto 2.00m | 80 | m | |
| 28 | 27 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. | 1029 | bags | |
| 29 | 28 | Supplying & fixing of Hazard Markers of size : 30cm X 90 cm as per IRC :79-1981 ( The above is inclusive of vertical post) | 4 | Each | |
| 30 | 29 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | BI01010001010000000000000515BI0100001115 | 8 | Each |
| 31 | 30 | Add GST | 12 | % | |
| 32 | 31 | Add Labour Welfare Cess | 1 | % |
AI Tender Summary
Tender Timeline
Dec 16, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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