Rural Development Government Departments Closing in 1 days TDR #57160967

Tender For Improvement To Kasgaon (Thakurwadi) To Kasgaon Katkariwadi Road, Vr 101, Taluka Ambernath, District Thane.

Issued by Government Departments · Thane, Maharashtra
Tender Value
24.75 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
1 days left
EMD
24758
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Improvement To Kasgaon (Thakurwadi) To Kasgaon Katkariwadi Road, Vr 101, Taluka Ambernath, District Thane.

BOQ

Name of Work:- Improvement To Kasgaon (Thakurwadi) To Kasgaon Katkariwadi Road, VR 101, Taluka Ambernath, District Thane.
Sl. No. Item Description
1Excavation for roadway in hard murum and boulder 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 spreading for embankment or stacking as directed. MORTH 301
2Providing, 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 I (Using Screening Type A (13.2) mm Aggregate)
3Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate 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 by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
4Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
5Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20%fly Ash (Fly-ashup to20%by weight of Cement)over a prepared subbase 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 gradation as per Table 600 -3 of MORTH Specification 2013 ,mixed in a Tilting type Concrete Mixer as per approved mix design ,admixtures,spreading ,laying compacting and finished in a continuous operation without paver machine,finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound/by providing cement vataincement Mortar1:[email protected] m centre to centre ,admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.with fully automaticmicroprocess or based PLC with SCADA enable dreversible Drum Type mixer/concrete Batch mixplant(Pan mixer) etc. complete.
6Cutting 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.
7Providing 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 mm.to 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) RD
8Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
9Spreading hard murum for side width etc. complete
10Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Bd.V.41, Page No. 573
11Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete..
12Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means
13Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
14Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)
15Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt)
16Providing earth work in embankment with approved materials obtained from other sources 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 with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
17Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
18Providing 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 ChargeMORTH 801 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57160967
AUTHORITY Government Departments
TENDER VALUE 24.75 Lakhs
LAST DATE 01-09-2026
Authority
Authority Name Rural Development Department
Work Description Tender for Improvement To Kasgaon (Thakurwadi) To Kasgaon Katkariwadi Road, Vr 101, Taluka Ambernath, District Thane.
Basic Detail
Tender No NIT No. 15-EE/WD/ZPTHANE/OPEN/2026-27
Bidding Type Tender
Location
City Thane
State Maharashtra
Key Dates
Publish Date 24 Aug 2026
Submission Date 01 Sep 2026
Open Date 01 Sep 2026
Finance
Tender Value 24.75 Lakhs
Tender Fee 590
EMD 24758
Exemption Not Available
Document List
8fd8e1b5-ac8f-46fd-b6b7-908c1f97a203.html
BOQ_2277686.xls
TD.pdf
Tendernotice_1 (61).pdf

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Tender Timeline

Aug 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

Download All (ZIP) ↓
html

8fd8e1b5-ac8f-46fd-b6b7-908c1f97a203.html

xls

BOQ_2277686.xls

pdf

TD.pdf

pdf

Tendernotice_1 (61).pdf

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