Rural Development Government Departments Closing in 0 days TDR #44267641

Tender For Improvement To Ambivali To Bhospada Road, Vr 75, Taluka Shahapur, District Thane.

Issued by Government Departments · Shahapur, Maharashtra
Tender Value
21.11 Lakhs
Estimated cost
Bid Submission
22 Jul 2024
0 days left
EMD
21111
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Improvement To Ambivali To Bhospada Road, Vr 75, Taluka Shahapur, District Thane.

BOQ

Name of Work: Improvement To Ambivali To Bhospada Road, VR 75, Taluka Shahapur, District Thane.
Sl. No. Item Description
1Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
2Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
3Providing, 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 mm) Aggregate)
4Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete.with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
5Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
6Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
7Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.
8Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)
9Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
10Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
11Providing 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) 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 etc. 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.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
12Quality Control Testingcharges
13Royality charges sand
14Royality charges other materials

AI Tender Summary

OUR REF NO 44267641
AUTHORITY Government Departments
TENDER VALUE 21.11 Lakhs
LAST DATE 22-07-2024
Authority
Authority Name Rural Development Department
Work Description Improvement To Ambivali To Bhospada Road, Vr 75, Taluka Shahapur, District Thane.
Basic Detail
Tender No NITNo. 81-EE/WD/ZPT/UnEng/2nd/24
Bidding Type Tender
Location
City Shahapur
State Maharashtra
Key Dates
Publish Date 18 Jul 2024
Submission Date 22 Jul 2024
Open Date 22 Jul 2024
Finance
Tender Value 21.11 Lakhs
Tender Fee 590
EMD 21111
Exemption Not Available
Document List
d9505ddd-dffa-4f0c-848e-c2644731ed0b.html
BOQ_1840298.xls
TD.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 18, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 22, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 22, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

d9505ddd-dffa-4f0c-848e-c2644731ed0b.html

xls

BOQ_1840298.xls

pdf

TD.pdf

pdf

Tendernotice_1.pdf

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