Tender For Balance Road Works Of Pkg Ii At Emc Falta South 24 Parganas
Tender Value
3.65 Crore
Estimated cost
Bid Submission
29 Aug 2019
0 days left
EMD
1.82 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Falta → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Balance Road Works Of Pkg Ii At Emc Falta South 24 Parganas
BOQ
| Name of Work: Balance Road Works at EMC Falta , South 24 Parganas | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. By Mechanical Means. In area of thorny jungle | Item 01 | 0.37 | Hectare |
| 2 | 2 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming. wherever necessary. Supply of materials as per approved specification Medium Sand (Grading Zone II as per IS:383-1970) stacked at site. | Item 02 | 1317.36 | cum |
| 3 | 3 | Plant Mix Method or Manual mix method Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on 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). (v) Grading - V : | Item 03 | 1343.1 | cum |
| 4 | 4 | Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant or Machine Mixing, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base/ Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density,including supply of all materials, machinery, fuel andlubricants, including incidental costs for lighting,guarding, barricading, making earthen bundh toprotect the edges including cost of quality controlcomplete as per Clause 406 of Specifications for Road &Bridge Works of MoRT&H (5th Revision). | Item 04 | 1833.12 | cum |
| 5 | 5 | 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). For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) | Item 05 | 14190.2 | Sqm |
| 6 | 6 | Dense Bituminous Macadam: Providing and laying dense bituminous macadam (Bitumen Packed VG-30 60/70) with Hot Mix Plant or mobile hot mix plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 1: (37.5 mm nominal size,100 mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH. | Item 06 | 1419.02 | cum |
| 7 | 7 | 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). On Bituminous Surface | Item 07 | 12294 | Sqm |
| 8 | 8 | Bituminous Concrete: Providing and laying bituminous concrete (Bitumen VG-30 packed Bitumen 60/70 )with Hot Mix Plant or mobile hot mix plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2, (40 mm thick.). Using Batch Type HMP of minimum capacity\n100-120 TPH. | Item 08 | 12294 | Sqm |
| 9 | 9 | Cast in Situ or precast Cement Concrete M 20 Kerb and Channel. Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine or manualy , foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.) Using Concrete Mixer | Item 09 | 3182.22 | m |
| 10 | 10 | 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. Two Coats | Item 10 | 954.67 | Sqm |
| 11 | 11 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) | Item 11 | 477.33 | Sqm |
| 12 | 12 | Construction of subgrade, Embankment and earthen shoulders with approved material with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with any lead as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Including cost of Earth) | Item 12 | 450 | cum |
| 13 | 13 | Compacting Original Ground. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | Item 13 | 150 | cum |
| 14 | 14 | Providing and laying Pitching on slopes laid over prepared filter media including stone boulder (size 225-150mm) apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Filling & jointing (1:1.5:3 concrete) 0.3cum/1cum boulder. | Item 14 | 375 | cum |
| 15 | 15 | \nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specifications Clause 201 for Rural Roads of MORD. By Manual Means | Item 15 | 10 | Hectare |
| 16 | 16 | Maintenance of Non-bituminous Base and Sub-Base/WBM/WMM Road: Patching of potholes by draining water, cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, screening and stacking the same for reuse with new materials as per requirement, filling the pothole area with additional volume of crushed stone materials of Pakur variety etc. and screenings as applicable, and compacting the same with static roller as per Water Bound Macadam Specification, including cost of all materials and machineries. | Item 16 | 300 | cum |
| 17 | 17 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [including Border concrete if necessary ]. Note: Sub-grade CBR should not be less than 5.80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Chargerade preparation.) . Coloured Decorative | Item 17 | 750 | Sqm |
| 18 | 18 | Dismantling all types of plain cement concrete work, stacking serviceable materials at site & removing rubbish as directed within a lead of 75m. upto 150mm thick. Any floor & Roof | Item 18 | 40 | cum |
| 19 | 19 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. In ground floor including roof. | Item 19 | 40 | cum |
AI Tender Summary
Tender Timeline
Aug 08, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 30, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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