Housing Urban and Rular Development Government Departments Closing in 0 days TDR #42400333

Tender For Strengthening And Black Topping And Widening To Nijampur Akhade Khori Road Mdr-28 Km.12/00 To 16/00 Tal.Sakri Dist.Dhule

Issued by Government Departments · sakri, Maharashtra
Tender Value
1.45 Crore
Estimated cost
Bid Submission
26 Feb 2024
0 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For strengthening and black topping And Widening To Nijampur Akhade Khori Road Mdr-28 Km.12/00 To 16/00 Tal.Sakri Dist.Dhule

BOQ

NAME OF WORK :-STBT and Widening to Nijampur Akhade Khori Road MDR-28 Km. 12/00 to 16/00 Tal. Sakri Dist. Dhule.
Sl. No. Item Description
1Labourchargesforremovinggrass,thorneyshrubs,Junglishrub,Kubabulandalikegrass along roadside making the ground clean by showel and phavaras et-cetra complete.
2Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the requiredgrade,camberandside slopesandconveying the excavatedmaterialswithallliftsuptoaleadof 50 meter and spreading for embankment or stacking as directed.
3Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 percent of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller.
4Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 meter including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97 percent of standard proctor density et-cetra complete ( Material obtained from departmental Land)
5Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -GradingI(Using Screening Type B (11.2 milimeter) Aggregate)
6Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 milimeter) Aggregate)
7Providing and constructing 75 milimeter thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimeter stone metal layers 100 percent crusher broken metal with conical crusher plant heating and spraying thebitumen of specified grade at 2 Kg per square meter, spreading 12 milimeter size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 et-cetra complete.Including picking of existing Water Bound Macadam surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
8Providing and constructing 50 milimeter thickModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimeter stone layers metal 100 percent crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade at 1.75 kilogram per square meter, spreading 12 milimeter size chips compacting with Static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 et-cetra complete, including applying tack coat at the rate of 0.30 Kilogram Square meter on existing bitumen surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
9Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but including Tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant withtout Supervisory control and data acquisition, Paver and Vibratory roller ( Over Modified Penetration Macadam Surface) (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
10Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen at 0.98 Kilogram Square meter by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne et-cetra complete. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)
11Supplying hard murum or kankar at the road site, including conveying and stacking complete.
12Spreading hard murum or soft murrum or gravel or kankar for side width complete.
13Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering et-cetra complete.
14Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period et-cetra\", having rectangular shape of 1.20 meter x 0.90 meter size made out 18 gauge (1.25 milimeter) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border or messages or symbols et-cetra with approved colour shade paint complete, on Mild Steel angle of size 35 x 35 x 3 milimeter frame with properly cross braced Mild Steel angles of size 35 milimeter x35 milimeter x3 milimeter duly painted including Two Mild Steel angle iron posts of size 65 milimeter x 65 milimeter x 6 milimeter, 3.65 meter long painted with alternate black and white bands of 25 centimeter width including all fixtures et-cetra and fixing the boards in 1:4:8 concrete block of size 60 centimeter x 60 centimeter x 75 centimeter including, excavation, refilling, transportation, and labour et-cetra complete.

AI Tender Summary

OUR REF NO 42400333
AUTHORITY Government Departments
TENDER VALUE 1.45 Crore
LAST DATE 26-02-2024
Authority
Authority Name Public Works Department
Work Description Tender For strengthening and black topping And Widening To Nijampur Akhade Khori Road Mdr-28 Km.12/00 To 16/00 Tal.Sakri Dist.Dhule
Basic Detail
Tender No Dhule/ETN_No.89/2023-24
Bidding Type Tender
Location
City sakri
State Maharashtra
Key Dates
Publish Date 21 Feb 2024
Submission Date 26 Feb 2024
Open Date 28 Feb 2024
Finance
Tender Value 1.45 Crore
Tender Fee 1180
EMD 1.46 Lakhs
Exemption Not Available
Document List
1cb24991-df76-48aa-916e-fe0c4820c5b6.html
1_Nijampur_Akhade_MDR_28__1.pdf
BOQ_1769704.xls
Tendernotice_1.pdf

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Tender Timeline

Feb 21, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 26, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 28, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

1cb24991-df76-48aa-916e-fe0c4820c5b6.html

pdf

1_Nijampur_Akhade_MDR_28__1.pdf

xls

BOQ_1769704.xls

pdf

Tendernotice_1.pdf

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