Construction Of New Road From Ghoser Dera To Tetultala High Road At Kumargram Block Under Alipurduar Zilla Parishad
Tender Value
3.04 Crore
Estimated cost
Bid Submission
08 Mar 2021
0 days left
EMD
6.08 Lakhs
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
KUMARGRAM → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of New Road From Ghoser Dera To Tetultala High Road At Kumargram Block Under Alipurduar Zilla Parishad
BOQ
| Name of Work: Construction of New Road from Ghoser Dera to Tetultola High Road at Kumargram Block under Alipurduar Zilla Parishad | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in road embankment and construction of subgrade in all sorts of soil with initial lead and fift up to 1.5m in different chaingage by obtaning earth from road side borrow pits and depositting the same in not more than 25cm (loose) thick layer and comaction by power roller each layer of soil up to 45 cm upto the sub-grade level at O.M.C. to 97 % ptocto's density including breaking all the clods thoroughly, watering, dressinng , cambering etc. filling depression making sufficient number of benches on exiting embankment, bailing out water, dressing side slopes and crest to proper profile in accordance with the proceure of work as detailed in specification including stripping off the grass-sods, weeds etc. including making proper arrangment for quality control work upto a depth of 150 mm, roling the original ground, as per direction of the Engineer-in-charge. (1) In ordenary soil 1) Borrowpit earth. a) upto inital lead of 50m @ 15% of tatal volume of earthwork. | BI01010001010000000000000515BI0100001130 | 2386.48 | cum |
| 2 | 1.01 | a) with a lead beyond 50m to 200m @ 15% of tatal volume of earthwork. | BI01010001010000000000000515BI0100001131 | 2386.48 | cum |
| 3 | 1.02 | a) with a lead beyond 200m to 500m @ 15% of tatal volume of earthwork. | BI01010001010000000000000515BI0100001132 | 2386.48 | cum |
| 4 | 1.03 | a) with a lead beyond 500m to 1000m @ 15% of tatal volume of earthwork. | BI01010001010000000000000515BI0100001133 | 2386.48 | cum |
| 5 | 1.04 | a) carrid earth (within 3.0 km) @ 40% of tatal volume of earthwork. | BI01010001010000000000000515BI0100001134 | 6363.94 | cum |
| 6 | 2 | Turfing with Sods\nFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of\nsods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n | BI01010001010000000000000515BI0100001135 | 25724.4 | sqm |
| 7 | 3 | Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works)\n(i) In ordinary soil \n(ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) | BI01010001010000000000000515BI0100001136 | 2869.26 | cum |
| 8 | 4 | Dressing and chilchalling Road flanks including\ncutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in30. sqm 12.20 12.20\n(Extra quantity of earth for filling shall be obtained from road side borrow pits.) | BI01010001010000000000000515BI0100001137 | 28692.6 | cum |
| 9 | 5 | Granular Sub-base with Graded Material (Table:- 400-1)\nA. Plant Mix Method: Construction of granular sub-base by providing\ngraded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader\non prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading – I | BI01010001010000000000000515BI0100001138 | 2869.26 | cum |
| 10 | 6 | Granular Sub-base with Graded Material (Table:- 400-1)\nA. Plant Mix Method: Construction of granular sub-base by providing\ngraded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader\non prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading – II | BI01010001010000000000000515BI0100001139 | 2247.47 | cum |
| 11 | 7 | Water Bound Macadam Base Course\nProviding, 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\ninterstices 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). (i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) | BI01010001010000000000000515BI0100001140 | 1391.34 | cum |
| 12 | 8 | Water Bound Macadam Base Course\nProviding, 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\ninterstices 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).(ii) Grading-lI Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) | BI01010001010000000000000515BI0100001141 | 1391.34 | cum |
| 13 | 9 | Prime Coat\nProviding 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). | BI01010001010000000000000515BI0100001142 | 18551.2 | sqm |
| 14 | 10 | Tack Coat\nProviding and applying tack coat with Cationic\nBitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with\nHydraulic 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). | BI01010001010000000000000515BI0100001143 | 18551.2 | sqm |
| 15 | 11 | 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\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 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)\nand 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\nthe 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. | BI01010001010000000000000515BI0100001144 | 18551.2 | sqm |
| 16 | 12 | Providing 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\n2.36 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\nSpecifications for Road & Bridge Works of MoRT&H (5th Revision). | BI01010001010000000000000515BI0100001145 | 18551.2 | sqm |
| 17 | 13 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65\nm. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both 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 etc. complete.) | BI01010001010000000000000515BI0100001146 | 4 | Each |
| 18 | 14 | Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometer stone (precast) \n | BI01010001010000000000000515BI0100001147 | 6 | Each |
| 19 | 15 | (iii) Hectometer stone (precast) | BI01010001010000000000000515BI0100001148 | 35 | Each |
| 20 | 16 | R.C. Guard post\nSupplying 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\nshaped 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\nbands in white/tannery yellow and black to 90 cm length standing up above ground after\nmendinggood damages if any during striking off\nshuttering, making hole in ground of 47cm depth\nand 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. | BI01010001010000000000000515BI0100001149 | 336 | Each |
| 21 | 17 | Excavation for Structures\nEarth 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\ndirection of the Engineer-in-Charge .\nI. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.\na) upto 3 m depth | BI01010001010000000000000515BI0100001150 | 721.96 | cum |
| 22 | 18 | 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. | BI01010001010000000000000515BI0100001151 | 243.12 | cum |
| 23 | 19 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to\nproper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer. | BI01010001010000000000000515BI0100001152 | 712.08 | cum |
| 24 | 20 | Hire and labour charges for Shuttering with or\nwithout 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.(b) Where staging is not required. | BI01010001010000000000000515BI0100001153 | 2444.71 | sqm |
| 25 | 21 | Providing and Laying Reinforced Cement Concrete\nPipe NP3 as per design in Single Row\nProviding 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. | BI01010001010000000000000515BI0100001154 | 100 | m |
| 26 | 22 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to\nproper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. (B) M-20 Grade Using concrete mixer. | BI01010001010000000000000515BI0100001155 | 149.355 | cum |
| 27 | 23 | Supplying, fitting and placing HYSD bar\nreinforcement 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. | BI01010001010000000000000515BI0100001156 | 17.603 | MT |
| 28 | 24 | Hire and labour charges for Shuttering with or\nwithout 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.(A) Where staging is required. | BI01010001010000000000000515BI0100001157 | 406.01 | sqm |
| 29 | 25 | Boulder Apron Laid in Wire Crates\nProviding and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | BI01010001010000000000000515BI0100001158 | 347.7 | cum |
| 30 | 26 | Providing and laying Cement concrete Wearing\ncoat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works | BI01010001010000000000000515BI0100001159 | 6.898 | cum |
| 31 | 27 | Providing and laying Filter material underneath\npitching in slopes complete as per drawing and\nTechnical specification.\nNote: Add cost of 0.72 m3 of brick aggregates / river bed materials and 0.48 m3 of coarse sand (loose volume) to arrive at the consolidated rate. | BI01010001010000000000000515BI0100001160 | 66.38 | cum |
| 32 | 28 | 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. | BI01010001010000000000000515BI0100001161 | 99.56 | cum |
| 33 | 29 | Excavation for Structures\nEarth 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\ndirection of the Engineer-in-Charge .\nI. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.\na) upto 3 m depth | BI01010001010000000000000515BI0100001162 | 493.5 | cum |
| 34 | 30 | Providing weep holes in Brick masonry / Plain /\nReinforced 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. | BI01010001010000000000000515BI0100001163 | 470 | Nos |
| 35 | 31 | Add GST@12% | BI01010001010000000000000515BI0100001164 | 1 | |
| 36 | 32 | Add CESS@1% | BI01010001010000000000000515BI0100001165 | 1 |
AI Tender Summary
Tender Timeline
Feb 15, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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