}

St Bt Sh64 To Kadewadi Pangari Road ( V.R. 141 ) Km 0 / 00 To 2 / 000. Tal. Akole., ahmednagar-Maharashtra

Rural Development Department has published St Bt Sh64 To Kadewadi Pangari Road ( V.R. 141 ) Km 0 / 00 To 2 / 000. Tal. Akole.. Submission Date for this Tender is 31-01-2022. Road Work Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

30710806
Corrigendum : St Bt Sh64 To Kadewadi Pangari Road ( V.R. 141 ) Km 0 / 00 To 2 / 000. Tal. Akole.
Open Tender
Indian
Maharashtra
ahmednagar
31-01-2022

Tender Details

St Bt Sh64 To Kadewadi Pangari Road ( V.R. 141 ) Km 0 / 00 To 2 / 000. Tal. Akole.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Jan-2022 DATE 02 Date 25-01-2022
2 27-Jan-2022 DATE 03 Date 31-01-2022

Key Value

Document Fees
INR 1120 /-
EMD
INR 17765.0 /-
Tender Value
INR 17.76 Lakhs /-

BOQ Items

Name of Work:ST BT SH64 to Kadewadi Pangari road (V.R. 141 )Km 0/00 to 2/000. Tal: Akole.
Sl. No. Item Description
1Dressing ofside shoulder/ Scrapping the roadside shoulderby Mechanicalmeans(By JCB/DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.
2Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. Additional Specification MORTH 309
3Excavation for catch / side water gutters inHard rock strata to the specified section including stacking the excavatedstuff in a regular bund by chiselling andwedging anddisposing of unsuitable or excess stuff as directed. Additional Specification MORTH 309
4Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the roadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthe broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary thedateofapprovalwillformpartofthemeasurements) a)40mmMetal,Bybreaking Boulders (Hand broken). Additional Specification As directed by Engineer-in-charge
5Spreading 80/40mmmetalforroadworkincludingsectionongetccompleteasdirectedbyEngineerin charge . Additional Specification As directed by Engineer-in-charge
6Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Additional Specification As directed by Engineer-in-charge
7Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
8Supplying soft murum at the road site, including conveying and stacking complete.
9Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
10Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratoryroller including artificial watering etc. complete.
11Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) Additional Specification IRC-SP-20, 2002 Clause No. 8.7.3
12Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) Additional Specification IRC-SP-20, 2002 Clause No. 8.7.3
13Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) Additional SpecificationMORTH 503
14Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mmaggregatespremixedwithbituminousbindertransportedtositewithVTS,laidoverapreviously preparedsurface,finishedtotherequiredgrade,level,alignment,androllingtoachievethedesired compaction but excluding prime / tack and Seal coat. 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) Additional Specification MORTH 510
15Providing bituminous Type A liquidseal coat on bituminous surface including supplying all materialsand bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. 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) Additional Specification MORTH 511
16Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Additional Specification CD.7 Page.No. 162
17Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsof enamelpaintonfrontside andgreystove enamelonbackside andborder/messages/symbolsetc.with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge Additional Specification MORTH 801
18Royalty for Other than Sand Material
19Testing of Materials for 40mmmetal. (Water Absorption, Specific Gravity, Impact Value /Crushing Value)
20Testing of Materials for 80mm & 40mm metal. (Sieve analysis)
21Testing of Materials for Hard murum. (Liquid Limit, Plastic Limit)
22Extraction Test.(Bituminous mix)
23Testing of Materials for bituminous - Viscosity.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail