Improvements Of Bt Road At Erattakavu Mangala Hospital Road In Pacode Town Panchayat
Tender Value
71 Lakhs
Estimated cost
Bid Submission
17 Mar 2023
0 days left
EMD
71000
Bank guarantee accepted
Document Fee
15600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pacode → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvements Of Bt Road At Erattakavu Mangala Hospital Road In Pacode Town Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Picking the existing BT surface to 50 mm, deep andreplacingthemetalfitforreuse,tobring the existing surface to camberincluding leveling and sectioning as directed by the Departmental officers including labour and hire charges for tools and plants and all other incidentalchargesetc.,completeasper standard specifications. TNBPSS No:39F |
| 2 | Providing,laying,spreadingand compacting graded stone aggregates to Wet Mix Macadam forrequiredthickspecificationincluding premixingthematerialswithwateratOMCin mechanical mix plant carriage of mixed material bytippertositelayinginuniformlayerswith pavers in Sub Base /Base course on well preparedsurfaceandcompactingwith vibratory rollerto achieve the desireddensity, including cost of material, labour charges, rentals for machinery, fuel and all other incidental chargesetc complete.as perClause 406 of MORTH Rev-5. |
| 3 | ProvidingandlayingPrimingcoat7Kg/ 10m² over WMM surface using of SSI Emulsion Bitumen for 10 m² and cost EmulsionBitumen whichwillbesuppliedandprocuredbythe contractor himself at his own cast as per special conditionappendedincludinglabourcharges forpreparingthesurfaceforlayingthetack coatandforapplyingtherequiredquantityof bituminous by mechanical sprayer including hire and fuel for all toolsand plants employed etccomplete.MORTHSpecifications 111,112,501,503 & 900. |
| 4 | Providing and laying Tack coat 2.50 Kg / 10 m² overWetMixMacadamsurfaceusingofRS1 Emulsion Bitumen for 10 m² and cost of EmulsionBitumenwhichwillbesuppliedand procuredbythecontractor himselfat hisown costasperspecialconditionappended including labour charges for preparing the surface for laying the tack coat and for applying therequiredquantityofbituminousby mechanicalsprayerincludinghireandfuelfor alltoolsandplantsemployedetccomplete. MORTH Specifications 111,112,501,503 & 900. |
| 5 | Providing and laying 50 mm consolidated thick DenseBituminousMacadamusing0.24m³of 26.50-13.20mm,0..25m³of13.20-2.36mmand0.23m³of2.36mm&belowandwith53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 m² including cost and conveyance of all materials to CMP site, heating thebitumenandaggregatetorequired temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified gradesandcrosssectionsandcompactedby Vibratory/PneumaticRollertotherequired densityetc,includinglabourforattendingto paver at site etc, including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher / 9 m paver finisher,Vibratory/Pneumaticrollersandall othertoolsandplantrequired,includingfuel andallotherincidentalchargesetccomplete. using CMP Clause 505 MORTH Rev-5. |
| 6 | Providingandlaying BituminousConcrete 30- 40mm thick using 0.13 m³ of 19.00-9.50mm,0.17m³of9.50-2.36mmand0.26m³of2.36 andbelowwith50.30KgsofVG30/VG40 bitumen for premixing per 10 m² including cost andconveyanceofallmaterialstoCMPsite, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thicknessof40mmwithmechanicalpaverto thespecifiedgradesandcrosssectionsand consolidatedby8-10tonneVibratory/ PneumaticRollertotherequireddensityetc, includinglabourforattendingtopavertosite etc, including hire charges and fuel charges for 20-30tonCMPwithbitumenboiler,tipper trucks,PaverFinisher/6mpaverfinisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidentalchargesetccomplete.usingCMP Clause 507 of MORTH Rev-5. |
| 7 | Roadmarkingwithhotappliedthermoplastic compoundwithreflectorisingglassbeadson bituminoussurfaceprovingandlayingofhot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 Gms/m²areathicknessof2.5mmexclusiveof surface applied glass beads as per IRC: 35. The finishedsurfacetobeleveluniformandfree from streaks and holes. as per MORT&H specification No.803. |
| 8 | Earthworkexcavationforfoundationinall kindsofsoilsandsubsoilstofulldepthas directedbythedepartmentalofficersexcept hardrock inclusiveofshoringstruttingand balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15 cm thick well rammed and consolidatedanddepositingthesurplusearth withinthecompoundinplacesshownbythe departmentalofficerswithinitialleadof10 meters and initial lift of 2 meters including cost ofalllabour chargesetc.,completeasper standard specification. SS 20B. |
| 9 | Cementconcreteofmix1:4:8(onepartof cementfourpartofsandandeightpartof aggregates) using 40 mm gauge machine broken granite stone jelly for foundation includingdewateringiffoundnecessaryand laid in layers of not more than 15 cm thick well rammedandconsolidatedetccomplyingwith standard specification. TNDSS No:28 |
| 10 | Supplyinganderectingcenteringtosidesand soffitsincludingsupportsandstruttingwith necessarycenteringforsoffitsupto3meter height using mild steel sheet of size 90 cm x 60 cmx10mmgaugewithMSanglesofsize 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c andcasurinapropsor10cmto13cmdia spaced at 0.750 cm c/c complying with standard specifications. TNDSS No:30&86 |
| 11 | CementConcreteofmix(1:3:6)using40%of hard broken stone aggregate of maximum nominal size of 40 mm and down grade of 60% ofhardbrokenstoneaggregateofmaximum nominalsizeof20mmI.S.specifiedgrading, mixing by mixermachine including dewatering the placement site, laying the concrete in layers and in bays, vibrating compacting and finishing thesurfacewithallleadsandlifts,watering, curing complete to attain the profile and strength as specified in the drawings and specifications for various depth and height aboveandbelowgroundlevelcompleteas directed by the Engineer complying with specification. |
| 12 | M A I N T E N A N C E Towards the charges for routine maintenance of the road work executed under NABARD SCHEME including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost. |
| 13 | Clearing and Grubbing by Light Jungle removing anddisposingofallmaterialssuchasbushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150 mm in thickness as rubbish including all other incidental charges etc complete as per MORTH Specification 111,112, 201. |
| 14 | Upkeeping 1st year (50%) |
| 15 | Upkeeping 2nd year (60%) |
| 16 | Upkeeping 3rd year (60%) |
| 17 | Upkeeping 4th year (60%) |
| 18 | Upkeeping 5th year (60%) |
| 19 | Earthworkexcavatinganddepostingonbank withinitialleadof10m&initial liftof2min Hard stiff clay, Stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed withsmall size boulders SS 20B for makingupthebermsasperclause111,112, 201,202,301to305&900ofMORTHVthRevision (Twice in a Year) |
| 20 | Upkeeping 1st year (40%) |
| 21 | Upkeeping 2nd year (40%) |
| 22 | Upkeeping 3rd year (40%) |
| 23 | Upkeeping 4th year (40%) |
| 24 | Upkeeping 5th year (40%) |
| 25 | Tackcoat-Providingandapplyingtackcoat with Bitumen Emulsion (RS-I Type) using emulsionpressuredistributorattherateof 2Kg/m² on the prepared Bituminous / Granularsurface cleaned with mechanical broom as per |
| 26 | Upkeeping 4th year (3%) |
| 27 | Upkeeping 5th year (5%) |
| 28 | Bituminous Concrete - Providing and laying Bituminous Concrete 30 mm consolidated thick using0.13m³of19.00-9.50mm,0.17m³of9.50-2.36mmand0.26m³of 2.36mm& belowwith50.30Kgsof60/70GradeBulk Bitumen cost and conveyance of all materials to CMP site, heating the bitumenand aggregates torequiredtemperatureandmixingthemin requiredtemperatureincentralhotmixplant 20-30toncapacity,Conveyingthemixby tipper trucks to paver site, spreading themix to uniformthicknessof40mmwithmechanical pavers to the specified grades and cross sectionsandcompactionbyVibratory/ Pneumaticrollerstotherequireddensityetc including labour for loading bitumen into bitumen tank and Metal to feeder unit,labour forattendingtopaversiteetcincludinghire chargesandfuelchargesfor20-30tonCMP with bitumen boiler tipper, trucks, paver Finisher/9M, Vibratorrollersandallother toolsandplantsrequired,includingallother incidentalchargesetcasperstandard specificationusingCMP Clause507ofMORTH |
| 29 | Upkeeping 4th year (3%) |
| 30 | Upkeeping 5th year (5%) |
AI Tender Summary
Tender Timeline
Mar 11, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 17, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 17, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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