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B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21 B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21, At. Kendrewadi Tq. Ahmedpur-Maharashtra

Rural Development Department has published B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21 B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21. Submission Date for this Tender is 17-11-2021. Road Work Tenders in At. Kendrewadi Tq. Ahmedpur Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

29849414
B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21 B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21
Open Tender
Indian
Maharashtra
At. Kendrewadi Tq. Ahmedpur
17-11-2021

Tender Details

B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21 B.T. Renewal To Kendrewadi To Chikhali Road Km 0/00 To 1/00 (Vr-30)Tq. Ahmedpur Under 3054 For Year 2020-21

Key Value

Document Fees
INR 1000 /-
EMD
INR 19580.0 /-
Tender Value
INR 19.58 Lakhs /-

BOQ Items

Name of Work :- B.T. RENEWAL TO KENDREWADI TO CHIKHALI ROAD KM 0/00 TO 1/00 (VR-30)TQ. AHMEDPUR UNDER 3054 FOR YEAR 2020-21
Sl. No. Item Description
1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
2Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingas directed.
3Supplying trap / granite / quartzite / gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders / Rubbleandstackingthebrokenmetaletc.complete.(Prior approvalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements) a) 80mmMetal,Bybreakingrubble obtained by blasting. (Hand broken). with prior approval of concerned Superitending Engineer.
4Supplying trap / granite / quartzite / gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders / Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements) a) 40 mm Metal, By breaking rubbleobtainedby blasting.(Hand broken).
5Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
6Supplying soft murum at the road site, including conveying and stacking complete.
7Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
8Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
9Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewith vibratory roller including artificial watering etc. complete.
10Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
11Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
12Providingandconstructing75mm.thickModified PenetractionMacadam(MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100%crusher broken metal withconical crusher plant , heating andspraying the bitumenofspecifiedgrade@2Kilogram/SquareMetre,spreading12mm.sizechips compacting withthree wheelstaticrollerhaving weight8to 10MT.to achive the desired degreeofcompactionasperTechnicalSpecificationClause506etc.complete,including applying tack coat of specified grade of bitumen at the rate of 0.30KilogramSquare Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
13Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning ofroad surface and spraying, primer at the rate of 0.60 Kilogram/Square Metre using mechanical means.
14Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rollingtoachievethedesiredcompactionbutexcludingprime/tackandSealcoat.For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)
15Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materialsandbitumenofspecifiedgrade preparingexistingroadsurface,heatingand applying bitumen @ 0.98 KilogramSquare Metre. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
16Providingandfixingofretro-reflectorisedinformatorysignboardrectangular/Squarein shape having area less than 0.9 square meter made out of2 mm aluminum sheet bonded withwhiteretroreflectivesheetingof Class (TypeIVHighintensitymicro-prismatic grade sheeting-HIP) having pressure sensitive / heat activated adhesive retoreflective specified background,borderandbacksideretoreflctivesymbols,letters,numerals,arrowasper IRC:67-2012 Table No 8.3,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approveddrawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete. The nut bolts of board withangle ironpost/supporting structure after fixing at sitehastobeelectricallywelded.ClassB(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) sheetingshallhave7years writtenwarranty fromthemanufacturerand authoriseddistributor/convertorissuedforfieldperformanceincludingthescreenprinted areasandcut-outsheetingandcut-outdurabletransparentoverlayfilmandthiswarranty
17ROYALLTY+ 2% SURCHARG
18Laboratory testing Charges
1912 % GST
20ADD 1% FOR LABOUR INSURANCE
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