Chemicals and Fertilizers Boards / Undertakings / PSU Closing in 16 days TDR #57662843

Tender For Repairs And Resurfacing Of Bituminous Roads Inside Factory Premises Of Rashtriya Chemicals And Fertilizers Limited Trombay Factory, At Chembur, Mumbai-400074Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For

Issued by Boards / Undertakings / PSU · Mumbai Suburban, Maharashtra
Tender Value
6.06 Crore
Estimated cost
Bid Submission
14 Oct 2026
16 days left
EMD
10 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Repairs And Resurfacing Of Bituminous Roads Inside Factory Premises Of Rashtriya Chemicals And Fertilizers Limited Trombay Factory, At Chembur, Mumbai-400074Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access The Quantum And Nature Of The Job.

BOQ

Name of Work:- Repairs and resurfacing of Bituminous Roads inside Factory Premises of Rashtriya Chemicals and Fertilizers Limited Trombay Factory, at Chembur, Mumbai-400074NOTES: 1) Kindly read all the pages of NIT & special conditions before quoting for this work. The Party shall visit the site before quoting to access the quantum and nature of the job.
Sl. No. Item Description
1Excavation over areas for basements, roads, land/plot developement in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes if any.
2Add for lead for disposal of excavated earth beyond 150 mm wihtin RCF Premises including levelling.
3Providing & Laying 150 mm thick dry stone Rubble Soling with average 150 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge.(Note: The rate includes the royalty and other taxes if any) Note: In case of variation in thickness, rate shall be reduced proportionately.
4Providing and laying sub-base 10 cm.compacted thickness made up of metal obtained from rock having AIV of not more than 40% (metal varying in size from 90 mm to 45 mm) and compacting the same to satisfaction of the engineer, laid complete in one layer to the required level and camber, rolling with 10/12 tonnes roller, interstices being filled in with stone dust, watering,rolling &/ making the layer water bound as per prevailing MCGM specifications for Roadworks Clause no.220. (Note: The rate includes the royalty and other taxes if any) Note: In case of variation in thickness, rate shall be reduced proportionately.
5Providing & laying, spreading & compacting graded crushed stone aggregate to wet mix macadam to the satisfaction of Engineer including premixing the material with water to OMC in mechanical mix (pug mill) carriage of mix material by tipper to site, laying in uniform layer of 75 mm to100 mm (compacted thickness each) with paver finisher on prepared subbase & compacting with vibratory roller (10 tonne) to achieve desired density including lighting, guarding barricading & maintenance of diversion etc. as directed by the Engineer.
6Supplying & spreading of one or more layers of compacted crushed coarse agg. with alternate application of bituminous binder & key aggregate with the requirements of MORTH, Rolling with 10/12 MT roller using VG-30 grade bitumen (1% Antistripping agent) to serve as base course and inconformity with the line, level and cross sections shown on the drawings or as directed by the Egg., thickness of individual course shall not exceed 50 mm.
7Scarifying the existing bituminous road surface upto a depth of 50 mm and disposal of scarified material within all lifts and disposing within factory premises (by mechanical means).
8Levelling, watering and rolling with a power roller weighing not less than 10 tonnes and preparing the ground to the required grade and camber as specified and as directed by the Engineer.
9Providing and applying TACK COAT with bitumen VG-30 bitumen @ 0.25 to 0.30 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For GRANULAR SURFACES Treated with PRIMER (As per prevailing MCGM specification for Roadwork Clause No.314)
10Providing and applying TACK COAT with bitumen VG-30 bitumen @ 0.30 to 0.35 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For NON BITUMINOUS SURFACES CEMENT CONCRETE PAVEMENT (As per prevailing MCGM specification for Roadwork Clause No. 314)
11P/L hot mixed graded Bituminous Macadam with 3.50% ( with tolerance of +/-0.3) of VG-30 Bitumen by weight of mix to the required grade, level & camber,& rolling with 3 tonnes roller etc. complete as specified & as directed, using grading II of 'MoRTH' to a required average thickness of 50/75 mm.(to be used in the case of footpath only). (As per prevailing MCGM specification for Roadwork Clause No. 351)
12P/L premix hot mix BITUMEN CARPET/ CONCRETE of 25 / 30 mm average thickness having bitumen content 5% by weight work by using new material Rolling with power roller, vibratory roller, pneumatic roller, using sensor paver. (Bitumen – VG-30 Grade) including supplying all materials heating Bitumen and chips. Mixing Bitumen and Chips in hot mix plant , laying Bitumen carpet with paver finisher for pot holes including compacting with static/ vibratory power roller as directed by EIC, Transportation and cost of all materials, Bitumen from Refinery etc. complete. As per Mix design Morth 5th Revision 2013 & prevailing MCGM specification for Roadwork Clause no.363
13P/L Minimum 30 mm Thick Bituminous concrete with 6.00% content by weight of mix polymer modified bitumen (PMB - 40 of grade VG-30) surface coat (compacted thickness) using new material to the required grade, level & camber rolling with power roller, vibratory roller,pnumatic roller & using sensor paver etc. complete as specified as directed with addition of lime filler etc. complete.( As per prevailing MCGM specification for Roadwork clause no.364)
14P/L MINIMUM 30 mm thick Bituminous concrete with 6.00% content by weight of mix rubberished modified bitumen (CRMB-60 of grade VG-30) surface coat using new material to the required grade, level & camber using vibratory roller, power roller, pneumatic roller & using sensor paver, etc. complete as specified as directed with addition of lime filler etc. Complete.(As per prevailing MCGM specification for Roadwork clause no.364)
15P/L Mastic Asphalt 25mm. thick having bitumen content 10% by weight as per I.S. code No. 5317/2002.(As per prevailing MCGM specification for Roadwork Clause No. 365)
16Providing Bituminous Liquid seal coat to Black top surface including supplying all materials with all leads , repairing existing roads surface, heating and applying Bitumen @ 1 Kg. / Sq.M., spreading chips and rolling complete ( By using Bulk Bitumen 60/70 Grade or VG 30)
17Supply, spreading and brooming of Lime Powder @ 0.25 Kg/ Sq.M. over Hot laid Bituminous Concrete/ carpet surface after compaction including material, labour, tools tackles etc. complete as directed by EIC.
18Providing and applying hot applied thermoplastic road marking material with glass beads extremely high skid resistance 2.5 mm thick without primer coat (Tack coat) on Asphaltroad surface. All labour, materials, with special aggregates as specified in B.S. part - l &ll 1989 and carrying out the markingon any road in center line and other marking continuous or intermittent 10 cm or 15 cm width also pedestrians crossing strips as well as spraying further quantity of glass beads of type ll uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250gms per sqm. area as directed and as per BS / MOST specifications in white / yellow colour.
19Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
20Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57662843
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 6.06 Crore
LAST DATE 14-10-2026
Authority
Authority Name Rashtriya Chemicals And Fertilizers Limited
Work Description Tender for Repairs And Resurfacing Of Bituminous Roads Inside Factory Premises Of Rashtriya Chemicals And Fertilizers Limited Trombay Factory, At Chembur, Mumbai-400074Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access The Quantum And Nature Of The Job.
Basic Detail
Tender No E 8140 TROM/2908/OPEN(FCM)/24/2026
Bidding Type Tender
Location
City Mumbai Suburban
State Maharashtra
Key Dates
Publish Date 23 Sep 2026
Submission Date 14 Oct 2026
Open Date 14 Oct 2026
Finance
Tender Value 6.06 Crore
Tender Fee Ref. Documents
EMD 10 Lakhs
Exemption Available
Document List
9752b36c-d365-41ab-b7f3-b762de656d5c.html
BOQ_974505.xls
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 16 days
Oct 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

Download All (ZIP) ↓
html

9752b36c-d365-41ab-b7f3-b762de656d5c.html

xls

BOQ_974505.xls

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders