Housing Urban and Rular Development Government Departments Closing in 0 days TDR #32357832

Improvement To Wavade Janve Bahadarpur Parola Kasoda Road Mdr-46 Km.40 / 900 To 41 / 600 And Km.52 / 900 To 54 / 200 Tal. Parola Dist.Jalgaon

Issued by Government Departments · parola, Maharashtra
Tender Value
83.52 Lakhs
Estimated cost
Bid Submission
09 Jun 2022
0 days left
EMD
84000
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
parola → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Improvement To Wavade Janve Bahadarpur Parola Kasoda Road Mdr-46 Km.40 / 900 To 41 / 600 And Km.52 / 900 To 54 / 200 Tal. Parola Dist.Jalgaon

BOQ

Name of Work :Improvement to Wavade Janve Bahadarpur Parola Kasoda Road MDR-46 Km.40/900 to 41/600 & Km.52/900 to 54/200 Tal. Parola Dist.Jalgaon
Sl. No. Item Description
1Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the requiredgrade,camberandside slopesandconveying the excavatedmaterialswithallliftsuptoaleadof50m. and spreading for embankment or stacking as directed.
2Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreadingfor embankment or stocking as directed.
3Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerneddepartment, disposal withall lifts and up to a lead of 1000 metres andstacking the serviceable and unserviceable material separately
4Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land)
5Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialtoworksite,spreadinginuniformlayerswithmotorgrader/Paveron prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause401 -- Plant Mix Method and Grading - II Material
6Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialtoworksite,spreadinginuniformlayerswithmotorgrader/Paveron prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause401 -- Plant Mix Method and Grading - I Material
7BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1,premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)
8BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compactionfor 50 mm compacted thickness with specified grade of Bitumen,Excluding prime /tackcoat.ForBitumenofspecifiedgrade --USINGBatchmixtypehotmixplantwithSCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive atrates)
9Providing and constructing 50 mm. thickModifiedPenetration 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 bitumensurface.)
10Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen setfooted in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
11Open 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 hotmixplantwithSCADA,PaverandVibratoryroller(overBTSurface)(VG-30bulkbitumenratesareconsidered to arrive at rates)
12Providing 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)
13Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
14Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
15Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratoryrollerincluding artificial watering etc. complete.
16Painting Line, Dashes, Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over/Upto cm wide) (MORTH-803) -- Surface
17Maintenanceofroadsignsbywayofcleaningandrepaintingofmandatory/requlatory/cautionary/informatory and place identifications sign board as per drawings etc. complete
18MaintenanceofKilometerstones,and200metre bywayofrefiting oftiltedstonesrepairing withcement mortar, cleaning, repairing and lettering on 200 metre km stone and5th km stone etc. complete
19Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x75cm size including all leads complete.
20Fixing inpositionCautionary/Mandatory signboards ingroundwithC C1:4:8blockof 60cm x 60cm x75cm size etc. complete as directed including all leads.
21Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 60 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. as directed by Engineer-in- charge.
22Providing 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 bracedM.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

AI Tender Summary

OUR REF NO 32357832
AUTHORITY Government Departments
TENDER VALUE 83.52 Lakhs
LAST DATE 09-06-2022
Authority
Authority Name Public Works Department
Work Description Improvement To Wavade Janve Bahadarpur Parola Kasoda Road Mdr-46 Km.40 / 900 To 41 / 600 And Km.52 / 900 To 54 / 200 Tal. Parola Dist.Jalgaon
Basic Detail
Tender No E-TENDER NOTICE NO.09 FOR 2022-23 OF PWD AMALNER
Bidding Type Tender
Location
City parola
State Maharashtra
Key Dates
Publish Date 24 May 2022
Submission Date 09 Jun 2022
Open Date 10 Jun 2022
Finance
Tender Value 83.52 Lakhs
Tender Fee 1180
EMD 84000
Exemption Not Available
Document List
9ac89480-2223-4e34-9468-437f125e838c.html
9_1.pdf
BOQ_1379829.xls
Tendernotice_1.pdf

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Tender Timeline

May 24, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 09, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 10, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

9ac89480-2223-4e34-9468-437f125e838c.html

pdf

9_1.pdf

xls

BOQ_1379829.xls

pdf

Tendernotice_1.pdf

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