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Tender Value
₹156.9 Cr
EMD Value
₹1.7 Cr
Closing Date
10 Jun 2026, 3:00 pm5d left
GIRISH NARAYAN SINGH
SE
LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT Package- 35B/ OPRMC-III/ Bhabua Division
132696
NIT- 01/RCD/Bhabua/2026-27
Open Tender
CIVIL
Bhojpur
• 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.
• Bid Security
(Bid Security can be paid through offline or online
mode)
? 1,66,89,000
• Cost of BOQ- Through online mode only i.e. Internet Payment Gateway, Net Banking, NEFT/RTGS etc. Bids along with necessary online payment must be submitted through e-procurement portal https://eproc2.bihar.gov.in before the bid submission end date and the time specified.
• 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
• Conflict of Interest - No conflicts of interests in accordance with ITB Sub-Clause 4.3.
• Bidder's Information Sheet- Copies of original documents defining the constitution or legal status, place of registration, and principal place of business; written power of attorney of the signatory of the bid to commit the Bidder.
• Joint Venture Information Sheet- Copies of original documents defining the constitution or legal status, place of registration, and principal place of business of the Joint Venture.
• Undertaking by the Joint Venture Partners -On Non-Judicial Stamp Paper of Appropriate Value.
• Pending Litigation-Information regarding litigation.
• Historical Contract Non-Performance- Information regarding any litigation, arbitration or blacklisting, resulting from contracts executed by the Bidder in the last five years or currently under execution. The information shall include the names of the parties concerned, the disputed amount, cause of litigation, and matter in dispute.
• 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.
? 15,68,81,563
• Annual Turnover - 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.
? 62,75,26,252
• Bid Capacity- Bidders who meet the minimum Qualifying Criteria stipulated in Clause 2.1 to 2.6 will be qualified, only if, their Available Bid Capacity is more than the Total Bid Value of the Works.
The Available Bid Capacity shall be assessed/ calculated as under:
Assessed Available Bid Capacity = A x N x 1 - B
Where;
A = Maximum Value of Civil Construction & Maintenance Works executed in any One [1] year during the last five [5] years updated to the price level of financial year [2026-27] by the Bidder taking into account of the completed as well as works in progress.
N = Number of years prescribed for completion of the works for which bids are invited.
B = Value updated at the price level of financial year [2026-27] of existing commitments and on-going works to be completed by the bidder during the next 84 months or Sum of the values updated at the price level of financial year of [2026-27] the existing commitments and ongoing works to be completed by each of the JV partner during the next 84 months. However; where the bidders are bidding for more than one [1] Contract Packages, the Value of its other allotted works will be included in the value of ?B? and the Employer may write a letter to the bidder to submit self-declaration regarding allotment of new works other than the works declared in the bid. The bidder shall be obliged to submit the above details within the stipulated time and before the date of evaluation of technical bid. Any non-compliance in this regard by the bidder shall be treated as bid non-responsive and shall be liable for rejection of bid. The Bidder is to complete form of Current Contract Commitments as part of their Bid for the determination of this value and Current Contract Commitments must be duly certified by the Engineer-in-charge.
? 1,56,88,15,631
• 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.
? 15,68,81,563
• Exiating Committements of on-going Works - As Per S. No. 14
• 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.
• 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.
? 78,44,07,816
(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. -3933.35 cum
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.- 1520.65 cum
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.- 11637.36 cum
Bituminous Cold Mix Treatment: 50% of Estimated Quantities of any one [1] year which has maximum value. - 0.00 cum
• 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.
• Equipment-
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) Nos
Excavator (0.75 m3 bucket), Max Age 10 Years 1 Nos
Sensor Paver (3.5 m), Max Age 10 Years 1 Nos
Bitumen Distributor (2000 litre), Max Age 10 Years 1 Nos
8-10 Tonne Vibratory Roller, Max Age 10 Years 1 Nos
Plate Vibrator (Compaction for Patch work), Max Age 5 Years 2 Nos
Emulsion Sprayer, Max Age 10 Years 1 Nos
Tractor or Rubber Tyred Dozer with adjustable Back Blade/Grader, Max Age 10 Years 1 Nos
Smooth Wheeled Roller 8-10 Tonne, Max Age 10 Years 2 Nos
Power Broom or Tractor Mounted Compressor, Max Age 10 Years 1 Nos
Wet Mix Plant, Max Age 10 Years 1 Nos
Generator 250 KVA, Max Age 10 Years 1 Nos
Concrete Mixer 0.4/0.28 cum, Max Age 10 Years 2 Nos
Baby Vibratory Roller, Max Age 10 Years 1 Nos
Fifth Wheel Bump Integrator duly Calibrated, Max Age 5 Years 1 Nos
Milling Machine, Max Age 10 Years 1 Nos
Road Marking Equipment, Max Age 5 Years 1 Nos
• 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.
CIVIL
ITEM RATE
L1
1
28 documents required · 28 mandatory
₹10,000
Processing Fee: 5900
₹1.7 Cr
Office of the Chief Engineer, RCD, South, Vishweshwaraiya Bhawan Bailey Road Patna Bihar
31 May 2026
31 May 2026
10 Jun 2026
1 Jun 2026
10 Jun 2026
1 Jun 2026
5 Jun 2026
Ordinary Maintenance Services in the following Roads (with chainage): -
Jaiprakesh Chowk to Bus Stand via Akhalashpur Road 0 to 2.725 KM
Ramgarh - Durgawati Road 0 to 24.55 KM
Akhlaspur - Darauli - Marichawan Gate Road 1.5 to 17.65 km
Naugarh to Rampur 0 to 4 km
Bhagwanpur - Naugarh via Jaitpur Road 0 to 12.38 km
Rajpur (Bhabua-Bhagwanpur Road)to Ora Dharwar Road 0 to 9.85 km
Kudra - Parsathua Road 0 to 19 km
Sisoura - Mukhraon Road 0 to 18.7 km
Ratwar to Jigni Pul Road 0 to 9.575 km
Hariharpur more to Jigni Pul via Goraipur Road 0 to 4.63 km
Bare - Dihra - Sonhan Road 0 to 14.057 km
G.T Road(NH-2) dilikhiri-Ghinupati-Nuaon Road 0 to 10.543 km
Ramgarh -Barora Road 0 to 7.255 km
Parasthua bazar to Mahavir Sthan Road 0 to 15.50 km
Sabar to Bhitaribandh via Durgawati Jalayash pariyojana Road 0 to 11 km
Bhabua - Sabar Road 0 to 22 km
NH-219 Left Over Road KM 0 TO 0.9 km
Old G.T. Road Didikhili Left Over Road 0 to 0.9 km
Mohania Dadva By Pass Road from NH-319A (Durga Mandir) to NH-319 (Dadar) 0 to 3 km
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/ Appendix D.
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/ Appendix D.
Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification/ Appendix D.
Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification/ Appendix D.
Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification/ Appendix D.
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/ Appendix D.
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/ Appendix D.
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/ Appendix D.
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/ Appendix D.
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/ Appendix D.
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.
Cats Eye Installaion as per the Direction of the Engineer-in-Charge
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width upto 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).
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.
Cats Eye Installaion as per the Direction of the Engineer-in-Charge
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width upto 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 in open Foundation complete as per Drawing and Technical specifications.PCC Grade M15 using batching plant & manual placing
Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.RCC Grade M20 using batching plant, transit mixer & concrete pump
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, 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 face. Complete as per drawing and Technical specifications.
Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications
Drainage spouts complete as per Drawing and Technical Specifications.
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Painting with synthetic enamel paint bridge No. and span arrangements Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer.
Construction of Embankment with Material Deposited from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.By Mix in Place Method For Grading-V Material
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications.PCC Grade M15 using batching plant & manual placing
Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.
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, aggregate size not exceeding 12 mm, 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.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material
Excavation for structures,Ordinary soil ( Mechanical Means) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Mechanical Means( Depth upto 3 m )
Sand Filling in Foundation Trenches as per Drawing and Technical Specification( As per Requirement ,Fine Sand/Coarse Sand may be used)
Building SOR, Brick Flate Soling, Providing designation 100A One brick flate soling joints filled with local sand including cost of watering, royality and taxes etc all complete job as per Building specification and dirrection of E/I
PCC 1:3:6 in Foundation,Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M20 using batching plant , transit mixer & manual placing
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)
Wet Mix Macadam (Plant Mix Method),Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Prime Coat over WMM/WBM 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.
Tack Coat on Bituminous surfaces 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 0.90 kg/sqm using mechanical means.
Dense graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects.
Bituminous concrete Grading- II,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.
Metal Beam Crash Barrier,Type - A, "W" : 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)
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications . PCC Grade M15 using batching plant , transit mixer & manual placing
Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications . RCC Grade M20 using batching plant , transit mixer & manual placing
Mastic Asphalt, 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 than 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
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.By Mechanaical Means using Hydraulic excavator
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung 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
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NIT.pdf
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Corrigendum.pdf
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PMU design.pdf
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Modification of clause.pdf
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Reference Letter.zip
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financial Sheet 35B.pdf
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MBD 35B F.pdf
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TECHNICAL SHEET 35B.pdf
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