Tender For Re-Surfacing Of Road Inside Plant Area And Various Locations Inside Barc Premises,Trombay, Mumbai.
Tender Value
2.38 Crore
Estimated cost
Bid Submission
24 Aug 2026
23 days left
EMD
5.62 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Surfacing Of Road Inside Plant Area And Various Locations Inside Barc Premises,Trombay, Mumbai.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead. |
| 2 | Bituminous Road |
| 3 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge (a) From 0.00 to 1.50 m depth from Average Ground Level. |
| 4 | FORMING EMBANKMENTS for all height above ground level with selected approved soil, in layers not exceeding 150 mm thick including breaking clods, watering, rolling each layer with power roller of minimum 8 tonnes capacity & rolling every 3rd & top most layer with power roller of minimum 8 tonnes capacityn to attain atleast 90% of the proctor density, dressing the sides & top to the required profile & grade etc. complete. |
| 5 | b) with earth available from excavations within a lead of 5 km. by mechanical Transport intside BARC . |
| 6 | Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m. |
| 7 | Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.) |
| 8 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) |
| 9 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm. |
| 10 | Providing and applying tack coat using hot straight run bituumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm. |
| 11 | Providing laying bituminous macadam of thickness 50 to 75 mm as directed on prepared surface with spcified graded crushed stone aggregate for profile corrective base / binder course including loading of aggregate with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver to the requied level and grade and rolling with road rollers, as per specification to achieve the proper compaction but excluding the cost of primer / tack coat with bitumen of 60/70 grade (VG 20) @ 3.5% (percentage by weight of total mix). |
| 12 | Providing and laying dense bituminous concrete of thickness 25 to 40 mm as directed on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher to the requied level and grade and rolling with road rollers, as per specification, to achieve proper compaction but excluding cost of primer / tack coat with bitumen of grade 60/70 (VG 20) @ 7% (percentage by weight of total mix). |
| 13 | Providing and laying seal coat average 9.00 mm thickness of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 60/70 (VG 20) bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. |
| 14 | Painting road surface marking with Thermoplastic paint hot applied to give uniform finish with Glass beeds / power Topping, on bituminous surface in white / yellow shade including cleaning the surface of all dirt, scales, oil, grease and other foreign material etc complete as directed by the Engineer-in-charge. |
| 15 | Thermoplastic paint on bitumen surfaces |
| 16 | Lead charges for lead Exceeding 3 KM but not exceeding 4 KM, by Debris Beyond 3 Km but up to and including 4 km mechanical transport including loading, unloading, stacking /levelling etc. Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement |
| 17 | Debris |
| 18 | Providing, supplying \\"JCB\\" loader cum excavator, including operator and helper for executing the work like excavation, grading, levelling, debris cleaning and other works all as directed by Project Engineer as and whenever required.Note: 1. The rate shall be inclusive of Machine, Fuel, Operator, Driver, Helper and other consumables etc. The contractor is required to engage skilled driver / Operator possessing valid driving license (For JCB/Excavator/Loader). 2. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle.3.The cost of POL, maintenance of vehicle including replacement of parts, fuel, etc., wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by contractor and BARC shall have no liability towards usage of the vehicle. 4. The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST). 5. In and exit time at North gate/south gate of BARC shall be strictly considered for billing / measurements / payments. Log book duly countersigned by Engineer InCharge to be maintained.6.Breakdown hours and lunch break timing shall not be considered for the payments. 7. Fraction of hours shall be rounded off to nearest half an hour at time of preparing the bill. 8. BARC being a strategic Organisation, all the operators, drivers should have good credentials and shall have valid Police Verification Certificate, Driving licenses and address proof. They should be in a position to understand Hindi / English 9. Cost of damages to any Government movable/ immovable property in and around the site shall be entirely borne by the contractor. 10. The contractor shall follow all security rules & regulations of BARC issued from time to time and no claim, whatsoever, will be entertained in this regard. 11. The driver and the labourers shall work as per the instructions given by the departmental Officers. 12. Advance intimation will be given to the contractor about the requirement. 13. The contractor shall take the signature of the departmental authorities on duty completion slip daily after completion of the work. 14. The contractor shall arrange adequate insurance coverage for his personnel. Department shall not be responsible for any liability arising out of any accident / injury caused to contractor persons while executing the job. 15. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. |
| 19 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads/pavements on plain area including cleaning , removing dirt etc. all complete as per direction of the Engineer- In-Charge.Note: The rate included as Per CM depth & per CM width . |
| 20 | Providing and laying 40 mm thick bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing anti skid surface with bitumen pre coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete.(Considering bitumen using 10.2% as per MORTH specification). For 40 mm thick only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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