Repairs and resurfacing of Bituminous Roads inside Factory Premises of Rashtriya Chemicals and Fertilizers Limited Trombay Factory, at Chembur, Mumbai-400074

Rashtriya Chemicals and Fertilizers Ltd. · Mumbai, Maharashtra · Civil Works & Infrastructure · open

Key facts

Tender value: ₹6.1Cr
EMD: ₹10.0L
Published: 23 Sep 2026
Closing date: 14 Oct 2026
Status: open

Description

Tender for repairs and resurfacing of bituminous roads within the factory premises of Rashtriya Chemicals and Fertilizers Limited Trombay, Mumbai, including excavation, stone rubble soling, sub-base, bituminous macadam, bituminous concrete, seal coats, road marking, and installation of delineators and glow studs.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Open Tender
Make in India (MII): No
MSE preference: No

Line items (20)

Excavation 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. — Qty: 100 Cu.M.
Add for lead for disposal of excavated earth beyond 150 mm wihtin RCF Premises including levelling. — Qty: 80 Cu.M.
Providing & 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. — Qty: 400 Sq.M.
Providing 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. — Qty: 400 Sq.M.
Providing & 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. — Qty: 50 Cu.M.
Supplying & 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. — Qty: 400 Sq.M.
Scarifying 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). — Qty: 16030 Sq.M.
Levelling, 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. — Qty: 5000 Sq.M.
Providing 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. — Qty: 57565 Sq.M.
Providing 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. — Qty: 16030 Sq.M.
P/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. — Qty: 1770 MT
P/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. — Qty: 4000 MT
P/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 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. — Qty: 70 MT
P/L 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 vibratory roller, power roller, pneumatic roller & sensor paver, etc. complete as specified as directed with addition of lime filler. — Qty: 35 MT
P/L Mastic Asphalt 25mm. thick having bitumen content 10% by weight as per I.S. code No. 5317/2002. — Qty: 100 Sq.M.
Providing 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. — Qty: 57565 Sq.M.
Supply, 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. — Qty: 57565 Sq.M.
Providing 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. — Qty: 2800 Sq.M.
Providing 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. — Qty: 100 Nos.
Providing 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. — Qty: 100 Nos.

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