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Improvement To Amboda Kosdani Road V.R.120 Total Length 2.00 Km In Part Km 1 / 700 To 2 / 000, Tq.- Arni, Dist.- Yavatmal, Yavatmal-Maharashtra

Rural Development Department has published Improvement To Amboda Kosdani Road V.R.120 Total Length 2.00 Km In Part Km 1 / 700 To 2 / 000, Tq.- Arni, Dist.- Yavatmal. Submission Date for this Tender is 31-01-2022. Road Work Tenders in Yavatmal Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

30792906
Corrigendum : Improvement To Amboda Kosdani Road V.R.120 Total Length 2.00 Km In Part Km 1 / 700 To 2 / 000, Tq.- Arni, Dist.- Yavatmal
Open Tender
Indian
Maharashtra
Yavatmal
31-01-2022

Tender Details

Improvement To Amboda Kosdani Road V.R.120 Total Length 2.00 Km In Part Km 1 / 700 To 2 / 000, Tq.- Arni, Dist.- Yavatmal

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Jan-2022 2ND CALL Date 31-01-2022

Key Value

Document Fees
INR 560 /-
EMD
INR 10000.0 /-
Tender Value
INR 9.86 Lakhs /-

BOQ Items

Name of Work: Improvement To Amboda Kosdani Road V.R.120 Total Length 2.00 Km In Part KM 1/700 To 2/000, Tq.- Arni, Dist.- Yavatmal
Sl. No. Item Description
1Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
2Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
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.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)80 mm Metal, By breaking Boulders (Hand broken). Km2
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 Boulders (Hand broken). Km2
5Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Km2
6Supplying soft murum at the road site, including conveying and stacking complete. Km2
7Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
8Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
9Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
10Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
11Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewith vibratory roller including artificial watering etc. complete.
12Providingandconstructing50mm.thick Modified PenetrationMacadam(MPM)road surfaceincluding allmaterials,preparingthe existingroadsurface,spreading 40mm.stone layersmetal30% crusherbrokenmetal+70%Handbrokenmetal(BybreakingRubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc.complete,includingapplyingtackcoatofbitumen0fspecifiedgradeattherateof 0.30KilogramSquare Metre.(on existing bitumen surface.) Km2
13Open 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) Km2
149 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m,preparing existing road surface by mechanical means, spreading chipsandrolling,bystaticrollerhavingweight8to10MT.etc.complete.(VG-30bulk bitumen rates are considered to arrive at rates) Km2
15Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
16ProvidingandfixingRoadjunction/Informationsignboardofsize0.90mx0.60m. preparedon16gaugeM.S.sheetwithangleironframeofsize35x35x5mmincluding painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post inonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade.
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