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Tender Value
₹166.6 Cr
EMD Value
₹1.8 Cr
Closing Date
8 Jun 2026, 3:00 pm3d left
Sanjay Kumar
Executive Engineer
ROAD DIVISION BEGUSARAI
BIJAY KUMAR
SUPERINTENDING ENGINEER
LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT (OPRMC-III) Works Under Package-18A/ OPRMC-III/ R.C.D, Road Division, Khagaria.
132563
NIT NO- RCD-01/Khagaria/2026-27
Open Tender
CIVIL
Khagaria
• Registration
Any Contractor registered with the Central Government/ Any State Government or Any PSU or an agency of International or National repute may participate in the tender but registration with the Road Construction Department, Bihar will be essential after issuance of Letter of Acceptance and before execution of Agreement.
As per NIT, Section 3, Clause 2.1.2, Section 4E.1, Form ELI-1, Section 4E.2, Form ELI-2
(Attached or Not)
• Bid Validity
Bids should be valid for not less than 180 days after bid submission end date or beyond any period of extension if requested. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive.
180 Days
• Net Profit
Submission of audited balance sheets acceptable to the Employer, for the last five [5] years to demonstrate the current soundness of the bidders financial position and its prospective long term profitability. The Bidder should have made a Net Profit in any three [3] years in the last five [5] years.
• Net Worth
The Bidder should have made a Net Worth not less than 10% of Estimated Cost Value (ECV) in latest financial years of last [5] five years.
? 1,665.92
(Rs. in Lakh)
• "Annual Turnover in any one [1] year in last five [5] year must not be less than 40% of the Estimated Cost Value (ECV) (calculated as total certified payments received for Contracts in progress or completed, within the last five [5] years).
Note:
1. Financial turnover and cost of completed works of previous financial years shall be given a weighting of 8% per year to update the costs.
2. Year 1 will be the latest completed financial year, preceding the bidding. Year 2 shall be immediately preceding year 1 and so on. In case the Bid Submission date falls within 3 (three) months of the close of the latest financial year, the bidder shall ignore such financial year for the purpose of its bid and furnish all its information and certification with reference to the 5 (five) years preceding its latest financial year i.e. 2025-26. For the avoidance of doubt, financial year shall, for the purpose of the Bid hereunder, mean the accounting year followed by the Bidder in the course of its normal business."
? 6,663.68
(Rs. in Lakh)
• Financial Resources
The Bidder must demonstrate access to, or availability of, financial resources such as liquid assets, unencumbered real assets, lines of credit, and other financial means, other than any contractual advance payments to meet: Credit Lines/ Letter of Credit / Solvency Certificates from Banks etc. shall be not less than 10% of the total Estimated Cost Value.
? 1,665.92
(Rs. in Lakh)
• KEY PERSONNEL
The Bidder must demonstrate that it has the personnel for the key positions that meet the following requirements. The Bidder should provide the details of the proposed personnel and their experience record using the Forms PER-1 and PER-2 of Section 4, Bidding Forms supported by the experience certificates duly countersigned by the respective clients.
Road Manager (1 No.): Maximum Age 65 Years, Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 3 Years.
Maintenance Engineer (1 No.): Maximum Age 50 Years, Diploma in Civil Engineering/ Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 5 Years.
Works Supervisor (1 No.): Maximum Age 40 Years, Preferably Diploma in Civil Engineering with Min. Work Experience in construction and maintenance for 2 Years./ any general degree holder with Min. Work Experience in construction and maintenance for 5 Years.
Data Entry Operator (1 No.): Maximum Age 40 Years, Certified course in Computer Applications with Intermediate & above.
• TOOLS & MACHINERIES
The Bidder shall own at least One Hot Mix Plant (40-60 tonne/hour Capacity) not more than 15 years age. The Bidder must demonstrate & submit the supportive documents that it has or has access to (own/lease/hire etc. and to be procured) the key equipment (machinery) listed as under:
Equipment Type and Characteristics
10 Tonne Tipper Truck, Max Age 8 Years - 6 Nos
Loader/Backhoe (0.5 m3 bucket), Max Age 8 Years - 1+1 (OM)
Excavator (0.75 m3 bucket), Max Age 10 Years - 1 No
Sensor Paver (3.5 m), Max Age 10 Years - 1 No
Bitumen Distributor (2000 litre), Max Age 10 Years -1 No
8-10 Tonne Vibratory Roller, Max Age 10 Years - 1 No
Plate Vibrator (Compaction for Patch work), Max Age 5 Years - 2 Nos
Emulsion Sprayer, Max Age 10 Years - 1 No
Tractor or Rubber Tyred Dozer with adjustable Back Blade/Grader, Max Age 10 Years - 1 No
Smooth Wheeled Roller 8-10 Tonne, Max Age 10 Years - 2 Nos
Power Broom or Tractor Mounted Compressor, Max Age 10 Years - 1 No
Wet Mix Plant, Max Age 10 Years - 1 No
Generator 250 KVA, Max Age 10 Years - 1 No
Concrete Mixer 0.4/0.28 cum, Max Age 10 Years - 2 Nos
Baby Vibratory Roller, Max Age 10 Years - 1 No
Fifth Wheel Bump Integrator duly Calibrated, Max Age 5 Years - 1 No
Milling Machine, Max Age 10 Years - 1 No
Road Marking Equipment, Max Age 5 Years - 1 No
HONERIES
• Initial Tentative Program of Performance
"To demonstrate a clear understanding of the requirements of the Contract, Bidders shall provide the following:
(i) a bar chart sub-divided into sections for each road showing the major activities to be carried out for Ordinary Maintenance Works, Initial Rectification Works, Periodic Maintenance Works and Minor Improvement Works (separately for Improvement & Strengthening).
(ii) activities shall be shown against time, with linkages shown between related/ sequential activities as far as possible and appropriate;
(iii) a bar chart or schedule showing the usage of major plant, including those listed in Contractor?s Equipment. Duly supported with equipment planning and deployment, showing with broad calculations justifying the bidder?s capability for the execution and completion of the work as per the technical specifications and within the periods of completion as per the stipulated milestones."
• Project Specific Information
"The Bidder shall provide the statements in respect to the following information:
(a) Proposed methodology for undertaking Ordinary Maintenance (OM), Initial Rectification (IR), Periodic Maintenance including re-application of Road Marking (PM) and Minor Improvement including Strengthening (MI), and identification of road sections that major activities shall be applied.
(b) Details of safety, traffic, environmental management aspects to be adopted by the Bidder. ?As per the Checklist provided in Form OM-14 of Technical Specifications.?
(c) Bidder?s experience in managing testing of work.
(d) Statement indicating whether:
i the Bidder accepts the Sample Quality Plan and if so, that the Bidder will provide an updated Quality Plan within the time frame stated in Clause 14.1 of Section 5A, if awarded the Contract; or
ii the Bidder does not accept the Sample Quality Plan, in which case the Bidder will be required to provide its own Quality Plan in accordance with and within the time frame stated in 14.1 of Section 5A, and which as a minimum, includes the same level of detail as the Sample Quality Plan and explains the purpose, application, responsibilities and requirements to undertake works in accordance with the intent of the Contract, the general provisions for the occupational health and safety of employees and the public, environmental management requirements and the Statutory Laws of India Statement in respect to the Quality Plan.
(e) All Bidders shall provide with their Bid a preliminary description of the proposed work method and program and resource schedules, including drawings and charts, as necessary."
• Power of Attorney of Signatory of Bid.
AS PER NIT
• Affidavit
"(a) Bidders will have to declare by affidavit that they have not been declared
defaulter/rescinded/debarred/blacklisted by the State Govt./Central Govt./Public
Undertaking. If such affidavit is subsequently found to be false, their tender shall not
be considered and further legal action shall be initiated."
(b) Bidders will have to declare by affidavit that they have not made misleading or false representations in the forms, statements and attachments uploaded in proof of the qualification requirements.
(Attached or Not)
• General Experience
Experience under Road Maintenance or Improvement Contract or Construction Contract as Contractor/ Sub-Contractor, SBD, CMBD, HAM, EPC, BOT, BOOT (Developers/ Operators) or Civil Works/Management Contractor for at least the last five [5] years prior to the applications submission deadline.
"Section 3: Clause 2.4.1
Section 4E.11, Form
Exp-1"
• Specific Experience
"(a) Participation as Contractor, Management Contractor, or Sub-Contractor or BOT, BOOT Developer/Operator with in the last five [5] years, in Road Construction or Maintenance Works Contracts, of which upto two [2] Contracts have a Combined Values not less than 50% of Estimated Cost Value (ECV) and have been successfully completed/ substantially completed. The Works completed must be in similar nature to the Works & Services of the proposed Contract.
For the purpose of the above requirement:
(i) OPRMC Contracts shall be considered as substantially completed if the Contractor has completed 100% of Minor Improvement Works feasible, 100% of Initial Rectification Works feasible and 100% of Periodic Maintenance Works feasible.
(ii) all other types of Contracts shall be considered as substantially completed if the Contractor has completed 90% of the Value of Works."
? 8,329.60
(Rs in Lakh)
"(b) For the above or other Contracts executed in any one [1] year, the Bidder must be executed the following minimum quantities of Works:"
Concrete Works in Road Work including DLC: 50% of Estimated Quantities (IR+ MI including Strengthening) of any one [1] year which has maximum value.- Cum - 2177.754
Non-Bituminous sub-bases and bases (GSB, WBM/WMM): 50% of Estimated Quantities (IR+MI including Strengthening) of any one [1] year which has maximum value. - Cum - 323.700
Bituminous Treatment (BM/DBM/BC/SDBC/Mastic Asphalt): 50% of Estimated Quantities (IR+MI including Strengthening+PM) of any one [1] year which has maximum value. - Cum - 9062.050
Bituminous Cold Mix Treatment: 50% of Estimated Quantities of any one [1] year which has maximum value. - Cum - 0.00
CIVIL
ITEM RATE
L1
1
23 documents required · 23 mandatory
₹10,000
Processing Fee: 5900
₹1.8 Cr
OFFICE OF THE CHIEF ENGINEER, SIMANCHAL WING, CHAJJUBAGH, PATNA, RCD. BIHAR
29 May 2026
29 May 2026
8 Jun 2026
29 May 2026
8 Jun 2026
29 May 2026
3 Jun 2026
Ordinary Maintenance Services in the following Roads (with chainage): -
Maheshkhunt Link Road (0.00 to 0.814) (Regular)
Maheshkhunt - Gogari- Parabatta-Sultanganj ghat Road (0.00 to 29.850) (Regular)
Gogari Link Road (0.00 to 2.00) (Regular)
Jamalpur Bharatkhand Bandh Road (0.00 to 16.68) (Regular)
Pasraha Maraiya Nayagawn Road (6.80 to 11.830) (NOTIONAL)
Aguwani Ghat to Narayanpur Road (0.00 to 23.550) (Regular)
Choutham Link Road (0.00 to 1.00) (Regular)
Pansalwa Beldour Road (0.00 to 13.500) (Regular)
Pansalwa Beldour missing link Road (0.00 to 3.40) (Regular)
Khagaria-Allouli Road (0.00 to 18.00) (Regular)
Thana Road (0.00 to 0.600) (Regular)
Bishanpur-Shumbha Road (0.00 to 8.650) (Regular)
Khagaria Munger Ghat Link Road (0.00 to 1.25) (Regular)
Khagaria-Munger Ghat Road (0.00 to 1.50) (Regular)
Khagaria-Sonmankhi Ghat Link Road (0.00 to 2.10) (Regular)
Khagaria-Parihara- Bakhri Road (1.00 to 19.00) (Regular)
Allouli-Bahadurpur-Bakhri Road (0.00 to 15.00) (Regular)
Shumbha-Sonihar-Bakhri Road (0.00 to 7.90) (Regular)
Khagaria Gaushalamore to Karuamore road via marar amni road (0.00 to 20.50) (Regular)
Hathban - Shaharbanni Road (0.00 to 1.90) (Regular)
Kusheswar Asthan - Phultora Road (0.00 to 2.10) (Regular)
Parihara , Ranishakarpura- Konia Road (0.00 to 8.80) (Regular)
Pasraha (NH-31) to Paura via. Kharaua , Piparpati Road. (0.00 to 8.50) (Regular)
ROB ON LC NO.-23B FOR SERVICE ROAD (0.00 to 2.323) (Regular)
Allouli-Hathwan-Sharbanni upto Phultora Road (0.00 to 9.00) (Regular)
Khagaria Sonmankhi Ghat Road (0.00 to 7.20) (Regular)
Pasraha Maraiya Nayagawn Road (0.00 to 6.80) (NOTIONAL)
Left Out Portion from Ch-7.325 to Ch-8.200 of Maheshkhunt- Saharsa- Section NH-107 (0.00 to 1.125) (NOTIONAL)
Bhagwan High School Gogari Jamalpur to Fatehpur Via Jamalpur G.N Bandh Road (0.00 to 3.10) (NOTIONAL)
Rajendra Chowk Khagaria to Bakhari Bus Stand Road (0.00 to 1.500) (NOTIONAL)
Item No.
In words
Repairs to shoulders /Construction of Earthen shoulders on both sides of the carriageway wherever required to bring the service level (with 3% camber) (i) Earthen Shoulder: (a) High Shoulder (b) Low shoulder (ii) Hard Shoulder: (a) Paved Shoulder/ Granular (b) Footpath
Plantation in medians and islands not maintained by other agencies.
Pruning of trees to get 5.5 m height above the pavement.
Repairs and cleaning to Cross Drainage Works including Culverts and side drains (outside the area of Municipal Corporation and Nagar Parishad) to specified service levels by taking up required items ensuring to minimum quantity as per Section 5D of Technical Specification.
Providing Road safety and informatory items complete as per IRC:67/latest code specifications such as;
Providing and fixing new mandatory, cautionary and informatory Retro Reflectorized signage, ensuring minimum quantity as per Section 5D of Technical Specification.
Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing New and Maintenance of existing Object Hazard Marker at the opening ends of culverts and bridges or at any other points, delineators. median markers and bollards (spring post) as required, as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Providing New and Maintenance of existing Rumble strips/ speed breaker or any traffic calming measures on minor/major roads as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Providing new and maintenance of existing Road marking as per IRC: 35/latest code-
Hot Applied Thermoplastic compound 2.5mm thick including reflectorising glass beads with (Clause 803-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 latest code. The finished surface to be level, uniform & free from streaks & holes). i. Centre line, lane line marking as per IRC: 35 latest code or as per existing road markings. ii. Edge line marking for all lanes/ roads as per IRC:35 latest code or as per existing road markings. Ensuring minimum quantity as per Section 5D of Technical Specification.
For Urban roads as mentioned in Appendix and as per the direction of Engineer-in-charge: Providing & fixing of reflective pavement markers (Road studs (Road Markers/Road Stud with micro prismatic Lense Reflector- Providing & fixing of road stud 100x100mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene) body resistant to minimum support a load of 13635 Kg and Fitted with micro prismatic Lence Reflector installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Repair and Painting of road side assets including painting of trees & poles on formation width; (a) Repair of dividers, road kerbs, islands, parapets and RCC/Brick drains (b) Painting of Trees and Poles Painting of road divider, island, parapets, kerbs etc. ensuring minimum quantity as per Section 5D of Technical Specification.
Any additional activities the Bidder considers necessary to achieve the Service Level Objective.
Item No.
In words
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 507) - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC (Clause-507) - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC (Clause-519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Item No.
In words
Providing Re-Application of Thermoplastic Road Marking at the interval of minimum 2 years in Double Lane and Multi Lanes including auxiliary items as per the MORTH/IRC latest Specifications & as per the direction of Engineer-in-charge with the following items of works to obtain the required service level
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing & fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Item No.
In words
Plain/Reinforced Cement Concrete ( M 15 ) in Open Foundation complete as per Drawing and Technical Specifications.
Reinforced cement concrete (M 20) in sub-structure complete as per drawing and Technical Specifications.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
Providing weep holes in abutement :-- Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.
Providing 75 mm RCC wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
Drainage Spouts complete as per drawing and Technical specification.
Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
Rumble Strips (Provision of 5 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Construction 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, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design mix,possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.
Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
Supplying, filling empty GEO Bag with local sand stiching by sutli and placing on site as per specification slope and direction of Engineer in Charge.
Amount ₹ INR
Estimated Cost Value (ECV) (₹ in Lakh)
Time of Completion in Months
Last Date of Uploading of Tender
Bid Security
Cost of BOQ
Name of the Contractor
Address of the Contractor
Description of Item
Ordinary Maintenance Services in the following Roads (with chainage): -
Maheshkhunt Link Road (0.00 to 0.814) (Regular)
Maheshkhunt - Gogari- Parabatta-Sultanganj ghat Road (0.00 to 29.850) (Regular)
Gogari Link Road (0.00 to 2.00) (Regular)
Jamalpur Bharatkhand Bandh Road (0.00 to 16.68) (Regular)
Pasraha Maraiya Nayagawn Road (6.80 to 11.830) (NOTIONAL)
Aguwani Ghat to Narayanpur Road (0.00 to 23.550) (Regular)
Choutham Link Road (0.00 to 1.00) (Regular)
Pansalwa Beldour Road (0.00 to 13.500) (Regular)
Pansalwa Beldour missing link Road (0.00 to 3.40) (Regular)
Khagaria-Allouli Road (0.00 to 18.00) (Regular)
Thana Road (0.00 to 0.600) (Regular)
Bishanpur-Shumbha Road (0.00 to 8.650) (Regular)
Khagaria Munger Ghat Link Road (0.00 to 1.25) (Regular)
Khagaria-Munger Ghat Road (0.00 to 1.50) (Regular)
Khagaria-Sonmankhi Ghat Link Road (0.00 to 2.10) (Regular)
Khagaria-Parihara- Bakhri Road (1.00 to 19.00) (Regular)
Allouli-Bahadurpur-Bakhri Road (0.00 to 15.00) (Regular)
Shumbha-Sonihar-Bakhri Road (0.00 to 7.90) (Regular)
Khagaria Gaushalamore to Karuamore road via marar amni road (0.00 to 20.50) (Regular)
Hathban - Shaharbanni Road (0.00 to 1.90) (Regular)
Kusheswar Asthan - Phultora Road (0.00 to 2.10) (Regular)
Parihara , Ranishakarpura- Konia Road (0.00 to 8.80) (Regular)
Pasraha (NH-31) to Paura via. Kharaua , Piparpati Road. (0.00 to 8.50) (Regular)
ROB ON LC NO.-23B FOR SERVICE ROAD (0.00 to 2.323) (Regular)
Allouli-Hathwan-Sharbanni upto Phultora Road (0.00 to 9.00) (Regular)
Khagaria Sonmankhi Ghat Road (0.00 to 7.20) (Regular)
Pasraha Maraiya Nayagawn Road (0.00 to 6.80) (NOTIONAL)
Left Out Portion from Ch-7.325 to Ch-8.200 of Maheshkhunt- Saharsa- Section NH-107 (0.00 to 1.125) (NOTIONAL)
Bhagwan High School Gogari Jamalpur to Fatehpur Via Jamalpur G.N Bandh Road (0.00 to 3.10) (NOTIONAL)
Rajendra Chowk Khagaria to Bakhari Bus Stand Road (0.00 to 1.500) (NOTIONAL)
Item No.
In words
Repairs to shoulders /Construction of Earthen shoulders on both sides of the carriageway wherever required to bring the service level (with 3% camber) (i) Earthen Shoulder: (a) High Shoulder (b) Low shoulder (ii) Hard Shoulder: (a) Paved Shoulder/ Granular (b) Footpath
Plantation in medians and islands not maintained by other agencies.
Pruning of trees to get 5.5 m height above the pavement.
Repairs and cleaning to Cross Drainage Works including Culverts and side drains (outside the area of Municipal Corporation and Nagar Parishad) to specified service levels by taking up required items ensuring to minimum quantity as per Section 5D of Technical Specification.
Providing Road safety and informatory items complete as per IRC:67/latest code specifications such as;
Providing and fixing new mandatory, cautionary and informatory Retro Reflectorized signage, ensuring minimum quantity as per Section 5D of Technical Specification.
Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing New and Maintenance of existing Object Hazard Marker at the opening ends of culverts and bridges or at any other points, delineators. median markers and bollards (spring post) as required, as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Providing New and Maintenance of existing Rumble strips/ speed breaker or any traffic calming measures on minor/major roads as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Providing new and maintenance of existing Road marking as per IRC: 35/latest code-
Hot Applied Thermoplastic compound 2.5mm thick including reflectorising glass beads with (Clause 803-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 latest code. The finished surface to be level, uniform & free from streaks & holes). i. Centre line, lane line marking as per IRC: 35 latest code or as per existing road markings. ii. Edge line marking for all lanes/ roads as per IRC:35 latest code or as per existing road markings. Ensuring minimum quantity as per Section 5D of Technical Specification.
For Urban roads as mentioned in Appendix and as per the direction of Engineer-in-charge: Providing & fixing of reflective pavement markers (Road studs (Road Markers/Road Stud with micro prismatic Lense Reflector- Providing & fixing of road stud 100x100mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene) body resistant to minimum support a load of 13635 Kg and Fitted with micro prismatic Lence Reflector installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Repair and Painting of road side assets including painting of trees & poles on formation width; (a) Repair of dividers, road kerbs, islands, parapets and RCC/Brick drains (b) Painting of Trees and Poles Painting of road divider, island, parapets, kerbs etc. ensuring minimum quantity as per Section 5D of Technical Specification.
Any additional activities the Bidder considers necessary to achieve the Service Level Objective.
Item No.
In words
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 507) - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC (Clause-507) - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC (Clause-519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Item No.
In words
Providing Re-Application of Thermoplastic Road Marking at the interval of minimum 2 years in Double Lane and Multi Lanes including auxiliary items as per the MORTH/IRC latest Specifications & as per the direction of Engineer-in-charge with the following items of works to obtain the required service level
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing & fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Item No.
In words
Plain/Reinforced Cement Concrete ( M 15 ) in Open Foundation complete as per Drawing and Technical Specifications.
Reinforced cement concrete (M 20) in sub-structure complete as per drawing and Technical Specifications.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
Providing weep holes in abutement :-- Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.
Providing 75 mm RCC wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
Drainage Spouts complete as per drawing and Technical specification.
Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
Rumble Strips (Provision of 5 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Construction 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, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design mix,possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.
Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
Supplying, filling empty GEO Bag with local sand stiching by sutli and placing on site as per specification slope and direction of Engineer in Charge.
Amount ₹ INR
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Financial Template_OPRMC-III_26.05.26.xlsx
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