Tender For Upgradation Of Road From Mejhiari Bus Stand To Postgram Within Katwa- Ii Block Out Of Xv Finance Commission Grant. Ph-Iii
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Mar 2023
0 days left
EMD
51000
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
katwa → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Road From Mejhiari Bus Stand To Postgram Within Katwa- Ii Block Out Of Xv Finance Commission Grant. Ph-Iii
BOQ
| Sl. No. | Item Description |
| 1 | DressingandchilchallingRoadflanksincluding cutting and filling with earth up to 150 mm average thicknessfinishedwithoutwardcross-gradeof1in 3 |
| 2 | ConstructionofSubBaseusingLocalMaterials, spreadinginuniformlayerswithMotorgraderon preparedsurface,includingscreeningthemetalas necessary,mixingbymixinplacemethodwith RotavatoratOMC,andcompactingwithvibratory rollertoachievethedesireddensity,lighting, guardingandbarricadingincludingcostand carriageofallmaterialsandmakingnecessary earthenbundhofonemetrewideoneachsideto protecttheedgescompleteasperClause401of SpecificationsforRoad&BridgeWorksofMoRT&H (5th Revision. ) (i)For Construction of Sub Base by compacting 1st classbrickaggregates(40 |
| 3 | By Mix in Place Method : Construction of granular sub-base by providing gradedmaterial,mixingbymixinplace methodwithRotavatoratOMC,spreadingin uniformlayerswithMotorgraderonprepared surfaceinpropergradeandcamber, compacting with vibratory roller to achieve the desireddensity,includinglighting,guarding, barricading,includingcostofallmaterials, machinery,toolsandplantsincludingcostof qualityontrolcompleteasperClause401of SpecificationsforRoad&BridgeWorksof MoRT&H (5th Revision).(i)Grading – III |
| 4 | Providing,laying,spreadingandcompactingstone aggregatesofspecificsizestowaterbound macadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwith vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type ofscreening/bindingmaterialstofillupthe intersticesofcoarseaggregate,wateringincluding lighting,guarding,barricadingandmaking necessaryearthenbundhofonemetrewidthon eachsideandpreparingthebedbynecessary cuttingorfilling,includingcostofallmaterialsand hireandlabourchargesofallmenandmachinery andcompactingtotherequireddensity,asperClause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-I Aggregate(63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) Grading-I Aggregate(63 mm to 45 mm) Using |
| 5 | Providing,laying,spreadingandcompactingstone aggregatesofspecificsizestowaterbound macadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwith vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type ofscreening/bindingmaterialstofillupthe intersticesofcoarseaggregate,wateringincluding lighting,guarding,barricadingandmaking necessaryearthenbundhofonemetrewidthon eachsideandpreparingthebedbynecessary cuttingorfilling,includingcostofallmaterialsand hireandlabourchargesofallmenandmachinery andcompactingtotherequireddensity,asperClause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate(53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) |
| 6 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved gradeand 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 specification.For WBMSurface:(with primer @ 0.70-1.00 kg/sqm) |
| 7 | 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,carryingthemixturebyanysuitablearrangements,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 torequiredlevelandgradesincludingthecostand carriage of stone chips and matrix, heating the matrix, preheating theaggregatestorequiredtemperature and including the hire charges of Mobile Hot Mix Plant (LightDuty)andothermachinery, payofoperators,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. |
| 8 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3 per 100 m2 and bitumen binder on thoroughly cleaned black topsurface, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with hot bitumen binder,@ 0.68 Kg per Sqm,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 complete as perSpecification. |
| 9 | Earthworkinexcavationfromborrowpits(land owned/arranged by the Department) and depositing inlayers of250mm.includingbreakingclodsinembankment 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 makingbunds at top as directed dressing complete. (Borrow pit measurement) |
| 10 | Construction 600 mm dia HP Culvert-2 nos Earth work in excavation of foundation of structuresas 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.In all sorts of soil. Upto 3 m depth,Without pumping out water & shoring. |
| 11 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. (Compaction factor of dry clean sand is 0.835 ) |
| 12 | Providing and layingplain cement concretework with coarse stone chipsof appropriate nominal size and grading, sand of approved quality and cement, as necessary, including labour, cost and carriage of all materials.PCC-M15 Grade using concrete mixer |
| 13 | Providingandlayingreinforcedcementconcrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixingwithcementmortar1:2asperTechnical Specification Clause 1106 for Rural Roads of MORD (B) 600 mm dia |
| 14 | Earthworkinexcavationfromborrowpits(land owned/arranged by the Department) and depositing inlayers of250mm.includingbreakingclodsinembankment 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 makingbunds at top as directed dressing complete. (Borrow pit measurement) |
| 15 | Add18.0% forGST |
| 16 | Add 1% for Worker Welfare Cess |
AI Tender Summary
Tender Timeline
Feb 18, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 08, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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