Construction Of New Road From Village Tahli To Nadala Dhilwan Road 3.75 Mtr Wide On Dhussi Bandh Along River Beas In Mc Bholath Distt. Kapurthala Including Five Year Maintenance
Tender Value
16.99 Crore
Estimated cost
Bid Submission
15 Sep 2021
0 days left
EMD
34 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bholath → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of New Road From Village Tahli To Nadala Dhilwan Road 3.75 Mtr Wide On Dhussi Bandh Along River Beas In Mc Bholath Distt. Kapurthala Including Five Year Maintenance
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil (any type) using Hydraulic ExcavatorCK90Excavationwithhydraulic excavatorof0.9cumbucketcapacityincluding cutting trimmingbottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead up to 60 mtr. |
| 2 | Construction ofgranular sub-base byproviding material,spreadinginuniformlayerswithmotor grader on prepared surface, mixing by mix in placemethodwithrotavatoratOMC,and compacting withvibratory roller to achieve the desireddensity, completeas per MORD technical specifications |
| 3 | Constructionofembankmentwithearthobtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as pertechnicalclause305ofMORT&H specifications |
| 4 | Loosening,levelingandcompactingoriginal ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm , mixedwithwateratOMC, and then compactedbyrollingsoastoachieve minimumdrydensityasgiveninTable300-2for embankment constructionaspertechnicalclause 305 of MORT&H specifications |
| 5 | Providing,laying,spreadingandcompacting graded stone aggregate to wet mix macadam specificationincludingpremixingtheMaterialwith wateratOMCinmechanicalmixplant, layingin uniform layerswithpaverinsub-base/base courseonwellpreparedsurfaceandcompacting with vibratory roller to achieve the desireddensity complete as per technical clause 406 of MORT&H specifications |
| 6 | Providingandapplyingprimercoatwithbitumen emulsion SS on prepared surface of granular base including cleaning of road surface and sprayingprimerattherateof0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 7 | Providing and applying tack coat withbitumen emulsionRSusingemulsionpressuredistributor attherateof0.25kgpersqmontheprepared bituminoussurface/granularsurfacetreatedwith prime coat after cleaningthe surfacecompleteas pertechnicalclause503ofMORT&H specifications |
| 8 | Providingandlayingbituminousmacadam50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminousbinder VG-30 @3.4%, carriage of mixed material to site of work, laidover a previously prepared surface with paver finisher mechanical totherequiredgrade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Notes :-I. The actual volume of the aggregate to be paid for shall be computed after deducting the specified percentage from thevolume computed by stacks measurement as per MORT & H specifications (addendum to latest revision) forthe purpose of secured advance.II. The final grading for the aggregates required for bitumenious macadam course Grading 2 for 75 mm / 50 mm thickness of each layer conforming to table 500-7 of M.O.R.T. & H specifications (addendum to latest rivision) shall be determinedafter getting the bitumenious macadam grading-2 designedfrom PWD, B&R Research Laboratory Patiala after obtaining 60 %of material. The design mix so finally approved by shall be termed as the approved mix. Theaggregates shall be hydrophobic and of low porosity. Theaggregates shall satisfy the physical requirement set fourthin table 500-6 (addendum to latest revision).III. The mix shall exhibit the following details:a) Binder expressed as a percentage by weight of total mix. b) Coarse aggregate of 26.5 mm gauge expressed as percentage by weight of total mix.c) Crushed Bajri of 11.2 mm size expressed as percentage by weight of total mix.d) Fine aggregates 4.75 mm below expressed as percentage by weight of total mix. e) A single definite percentage passing each sieve for mixed aggregates. f) Density of Bitumensious macadam (75 mm/ 50mm thick after compaction) shall be minimum 2.2 gms/C.C & nothing extra shall be payable if higher density is achieved at site IV) The Contractor there after, shall be required to complete the supply of various ingradients or Bituminous macadam as per proportions stipulated in the approved mix. V) Rate of B.M shall be quoted by the contractor with respect to binder content percentage by weight of mix being 3.4 % if Laboratory designs a mix with differentpercentage then the difference shall be payable /recoverable. |
| 9 | Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixedinaContinuoustypehotmixplantwith [email protected],laid withPaverFinisherMechanicalandrollingwitha smoothwheeledroller8-10tonnecapacity, finishedto requiredlevel and gradescompleteas pertechnicalclause510ofMORT&H specifications |
| 10 | Providingandlayingofpremixsand sealcoat premixedinContinuoustypehotmixplantusing specifiedfineaggregatesandpenetrationgrade [email protected],laidtothe specifiedlevels,gradeand crossfallcompleteas pertechnicalclause511ofMORT&H specifications |
| 11 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mmwide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications |
| 12 | Providing&erecting\"W\"typemetalbeamcrash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mmspaced2mtrcentretocentre 1.80mtrhigh,1.1mtrbelowroadorgroundlevel, all steel parts and fitments to be galvanized by hot dipprocess,allfittingstoconformtoIS:1367& IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground withvertical hydraulic self driving machine for verticalpostcompleteasperapproveddrawings and technical clauseIRC: 119-2015. |
| 13 | Ordinary Kilometer Stone for Plan Roads ReinforcedcementconcreteM-15gradeordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position includingpaintingandprintingetc.completeas pertechnicalclause804ofMORT&H specifications |
| 14 | ReinforcedcementconcreteM-15gradevillage boardofstandarddesignfixinginposition includingpaintingandprintingetc.completeas per PWD specifications |
| 15 | Cautionary sign board 600x600x600mm triangular asperIRC67-2012 with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixedover3mmthickaluminiumComposite material(ACM)sheetinghavingaluminiumskin thicknessof0.25to0.3mmonbothsidedand fixing thesamewith suitablesizealuminiumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mmangle ironsupported on a square hollow steel section post0x60x3.2mm conformingtoIS4923withoutcostofdefinition plate firmly fixed to ground in foundationconcrete M-25ofsize0.45x0.45x0.60mforverticalpost complete as per clause 801 ofMORT&H specifications.Suppliershallprovidea warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certified copy of test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012. |
| 16 | PlaceIdentification signboard900x600mm rectangular as per IRC 67- 2012 withhigh intensityMicroprismaticgrade retroreflective SheetingasperASTMD4956–09andasper IRC67–2012fixed over4mmthickaluminium Composite material (ACM)sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloyrivets@200mmc/ctoback support frame of 25x25x3mm angle iron supportedon two squarehollowsteelsection post60x60x3.2mmconformingtoIS4923firmly fixedtogroundinfoundationconcreteM-25of size0.45x0.45x0.60mforverticalpostcomplete as per clause 801 of MORT&Hspecifications. Suppliershallprovideawarrantyasperclause 6.9 of IRC 67-2012 for retro reflectivesheeting & acertifiedcopyoftestreportsfroman independenttestlaboratoryconformingtoclause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 17 | Videography of road |
| 18 | Heritage and Cultural Cess @ 1.00% |
| 19 | Cancer Cess @ 1.00% |
| 20 | Five Year Routine Maintenance |
| 21 | For 2nd Year Maintenance |
| 22 | For 3rd Year Maintenance |
| 23 | For 4th Year Maintenance |
| 24 | For 5th Year Maintenance |
AI Tender Summary
Tender Timeline
Aug 25, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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