Housing Urban and Rular Development Government Departments Closing in 0 days TDR #41598529

Tender For Construction Of Road To Khartipada To Reshamigad Asarapada Karanzati Road Vr-75 Km.0/00 To 3/00 Tal.Sakri Dist.Dhule

Issued by Government Departments · sakri, Maharashtra
Tender Value
96.77 Lakhs
Estimated cost
Bid Submission
17 Jan 2024
0 days left
EMD
96800
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

Construction Of Road To Khartipada To Reshamigad Asarapada Karanzati Road Vr-75 Km.0 / 00 To 3 / 00 Tal.Sakri Dist.Dhule

BOQ

NAME OF WORK :-Construction of Road to Khartipada to Reshamigad Asarapada Karanzati Road VR-75 Km.0/00 to 3/00 Tal.Sakri Dist.Dhule
Sl. No. Item Description
1Excavation 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.
2Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras Etcetera complete.
3Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density Etcetera complete (Material obtained from departmental Land)
4Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre, not less than 97 % of standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller.
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 milimetre) 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 milimetre) Aggregate)
7Providing and constructing 75 milimetre thick Modified Penetration Macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kilogramme per square metre, spreading 12 milimetre 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 Etcetera complete. Including picking of existing Water Bound Macadam surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
8Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre 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 without Supervisory Control and Data Acquisition, Paver and Vibratory roller (Over Modified Penetration Macadam Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)
9Providing 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 Kilogramme per Square metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne Etcetera complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
10Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
11Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.
12Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering Etcetera complete.
13Providing 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 1.20 metre x 0.90 metre size made out 18 gauge (1.25 milimetre) 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 / messages / symbols Etcetera with approved colour shade paint complete, on Mild Steel angle of size 35 x 35 x 3 milimetre frame with properly cross braced Mild Steel angles of size 35 milimetre x35 milimetre x3 milimetre duly painted including Two Mild Steel angle iron posts of size 65 milimetre x 65 milimetre x 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including, excavation, refilling, transportation, and labour Etcetera complete.
14Providing and laying cement concrete pipe of Indian Standards 458:2003 Non Pressure-3 class of 600 milimetre diameter in proper line, level and slope Etcetera complete.
15Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedEtcetera complete. (By Mechanical Means)a) Upto 1.50 metre lift Normal Rateb) 1.50 metre to 3.00 metre lift, Add 10%c) 3.00 metre to 4.50 metre lift, Add 20%d) 4.50 metre to 6.0 metre lift, Add 30%
16Excavation for foundationin hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed Etcetera complete.a) Upto 1.50 metre lift Normal Rateb) 1.50 metre to 3.00 metre lift, Add 10%c) 3.00 metre to 4.50 metre lift, Add 20%d) 4.50 metre to 6.0 metre lift, Add 30%
17Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting Etcetera complete.
18Providing and laying in situ / ready mix cement concrete of Mix-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing Etcetera complete. (with reversible drum type mixer without Supervisory Control and Data Acquisition with fine agreegates of required specifications (Natural sand / Verticle Shaft Impactor sand finely washed Etcetera )
19Providing cast in situ / ready mix Mix-20 grade cement concrete for head walls of Cross Drain work / retaining walls Etcetera including necessary form work, compaction, finishing and curing Etcetera complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) without Supervisory Control and Data Acquisition
20Back filling behind abutment, wing wall and return wall as per drawings and technical specifications Etcetera complete. (by granular material)
21Providing selected hard murum filling including laying in layers of 15 to 20 centimetre with watering and compacting Etcetera complete.
22Providing and laying weep holes of 100 milimetre diameter Polynvinyl Cloride pipes as per drawing for abutment returns, return walls Etcetera Complete.

AI Tender Summary

OUR REF NO 41598529
AUTHORITY Government Departments
TENDER VALUE 96.77 Lakhs
LAST DATE 17-01-2024
Authority
Authority Name Public Works Department
Work Description Construction Of Road To Khartipada To Reshamigad Asarapada Karanzati Road Vr-75 Km.0 / 00 To 3 / 00 Tal.Sakri Dist.Dhule
Basic Detail
Tender No Dhule/ETN_No.68/2023-24
Bidding Type Tender
Location
City sakri
State Maharashtra
Key Dates
Publish Date 11 Jan 2024
Submission Date 17 Jan 2024
Open Date 19 Jan 2024
Finance
Tender Value 96.77 Lakhs
Tender Fee 1180
EMD 96800
Exemption Not Available
Document List
38df49a8-da28-4c11-83cd-0a81ca4284ef.html
4_Khartipada_to_Reshimiga_1.pdf
BOQ_1716993.xls
Tendernotice_1.pdf

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Tender Timeline

Jan 11, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 17, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 19, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

38df49a8-da28-4c11-83cd-0a81ca4284ef.html

pdf

4_Khartipada_to_Reshimiga_1.pdf

xls

BOQ_1716993.xls

pdf

Tendernotice_1.pdf

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