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Tender Value
₹186.9 Cr
EMD Value
₹2.0 Cr
Closing Date
8 Jun 2026, 3:00 pm3d left
SANJIT KUMAR
EXECUTIVE ENGINEER
ROAD DIVISION NO-1, GAYA
RAJ KUMAR
CHIEF ENGINEER
Long Term Output & Performance based Road Assets Maintenance Works Under Package 45A/ OPRMC-III/ Road Division No-1, Gaya Ji
132726
02/RCD/GAYAJI/2026-27/PACKAGE 45A/ OPRMC-III
Open Tender
ITMRATE
Gaya
• 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)"
• 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.)
• 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)
• 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.)
• 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.)
• 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)
• Exiating Committements of on-going Works.
• 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
• Personnel.
• Equipment.
• 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.
• 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.
ITMRATE
ITEM RATE
L1
1
24 documents required · 24 mandatory
₹10,000
Processing Fee: 5900
₹2.0 Cr
Office of The Chief Engineer, South, RCD, Bihar, 2nd Floor, Vishweswaraiya Bhawan, Patna- 800001
1 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
3 Jun 2026
Ordinary Maintenance Services in the following Roads (with chainage): -
Pretshila Road 0.00 to 5.50 km
Bata more – Rly. Hospital – Kazmi more – M.G. College Road km 0.00 to 1.475
Kashinath More – Bata More – Gurudwara More Road km 0.00 1.176
West church Road km 0.00 to 1.215
Gewal Bigha Road km 0.00 to 1.275
Godawari Road km 0.00 to 0.670
J.P. Jharna – Katari Hill – Chandauti more Road. Km 0.00 to 5.100
Gaya - Bodhgaya Road. Km 0.00 to 11.200
Chand chaura– Vishupad– Bangali Ashram– NH82 Road km 0.00 to 1.800
Chand chaura – Ramsagar – Koiri Bari Road km 0.00 to 1.090
Gaya Station – Gurudwara – Golpather chowk Road km 0.00 to 1.00
District court – Durga Bari – Rangbahadur Road km 0.00 to 1.400
Gewal Bigha – Durga Sthan – Police line – NH83 Road km 0.00 to 2.750
Gol Pather chowk (NH-83) – Nai Godown – Jhilganj – NH83 km 0.00 to 1.400
Bangla Sthan – Nai Godown – Azad park – Tekari Road km 0.00 to 1.300
Bhusundi more – Bairagi more – Telbigha – Rajendra Path – NH83 Road km 0.00 to 1.500
Rly. Malgodown – Rangbahadur Road. 0.00 km to 1.40 km
Bodhgaya Approach Road km 0.00 to 3.200
Kalchakra Maidan Road km 0.00 to 1.050
Falgu Approach Road. (Gaya – Nawada Road) km 0.00 to 1.400
Gaya College to Katari more via Asha Singh more Road km 0.00 to 1.75
Gaya Station to Ramshila Road via Bageshwari Road km 0.00 to 3.00
GKI Manpur Town Portion road km 0.00 to 3.500
Kiranighat to Koiribari via Ramna Road km 0.00 to 1.625
Block Office to Jail Suprintendent Residence Road km 0.00 to 1.85
M.G. College to NH83 via Circuit House Road km 0.00 to 1.29
Nai Sadak Road km 0.00 to 0.23
Rameshwar Sinha Road kn 0.00 to 0.575
Maranpur to NH83 Road km 0.00 to 1.15
Late M.P. Singh (A.P. colony) – Chandauti Thana Road km 0.00 to 1.10
Wazirgaj - Fatehpur road km 0.00 to 19.67
ROB at LC No-2 Gay km 0.00 to 0.651
Dandi Bag Road from km 0.0 to 1.25
Domuhan - Cherki road km 0.00 to 8.93
Kandi Nawada - Buniyadganj - Falgu Approach Road from 0.00 to 2.00
Khatkachak - Naili - Dubhal Raod km 0.00 to 5.40
Manpur Left Over portion of NH 82 Road km 0.00 to 4.70
A.N. Medical College, Gaya to Mathurapur via Kasthua - Kasma Road (SH-101) km 0.00 to 5.50
Bela - Sripur - Barabar - Link Khizersarai Road km 0.00 to 22.00
Bela - Rampur - Kormathu - Main road from km 0.0 to 7.00
F.C.I. Godown - Paraiya - Guraru road km 0.00 to 1.00
Teragar Monastry to Mahabodhi Hotel cum link road from Hotel Budhvilas to Maharani Petrol Pump road km 0.00 to 4.40
Ghejan to main Gram (upto Morhar Bridge) road km 0.00 to 4.16
Tekari - Men - Chatar Road in km 10.00 to 17.60
Bela - Rampur - Kormathu - Men Road from km 7.00 to 12.600
NH-83 left out portion of NH-83 from CH-81.074 to CH-98.300 (17.226 km) in district of Gaya
NH-83 left out portion of NH-83 CH-72.860 to CH-74.760 km (1.90 km) in district of Gaya
Kalchakra maidan to Maharani road via Sujata bypass road km 0.00 to 0.600
Saxsena More to Shakiyamuni college via Katorawa ramanya bhumi to near Jai hind public school (Total length-2.650 km)
Dak Ashthan in Gaya-Bodhgaya Road to Sevdhaar Bigha via Belwatand to DAV School NH-83 Road (Total length-1.900 km)
Tibet Dharmshala to Hotel om International BodhGaya via Sabji market tak (total length-0.575 km)
Chakand - Pretshila - Kujapi Road km 0.00 to 8.375
NH-120 Left over portion km 0.00 to 4.30
Swarajpuri Road to Sri Ji Sweets Gupta Namkeen to Hanuman Via Tekari Road from Km 0.00 to Km. 1.20
Near Swarajpuri More from Doctor Mehara to GB Road Via Bari Road , Chatta Masjid from km 0.00 to km 0.825
Tekari Road Karu Tea Shp to Bari Road via Bhadani Cold Storage from Km 0.00 to 0.325
Bela Panari Road to Agni Railly -Shivrampur to Sakir Bigha via Dhanawa including Shivrampur Link Road km 0.00 to 12.00
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
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.)
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.
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.)
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 10.00 m.
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 10.00 m .
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
Supplying and laying factory made perforated / hollow cement concrete paver block in footpath, parks, lawns, drive ways or light traffic parking etc; of required strength, thickness & size / shape made by table vibratotry method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding / laying of interlicking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction of Engineer-in-charge. (80 mm thick M-40 Red colour)
12.08 A Case-II
15.11 A Case (ii)
9.06A Case 1
12.08 A Case ii
12.08 C Case ii
Amount ₹ INR
Estimated Cost Value (ECV) (₹ in Lakh)
Time of Completion in Months
Last Date of Uploading of Tender
Name of the Contractor
Address of the Contractor
Registration
Bid Security (Bid Security can be paid through offline or online mode)
Cost of BOQ
Bid Validity
Conflict of Interest
Bidder's Information Sheet
Joint Venture Information Sheet
Undertaking by the Joint Venture Partners
Pending Litigation
Net Profit
Net Worth
Annual Turnover
Bid Capacity
Financial Resources
Exiating Committements of on-going Works
General Experience
Specific Experience
Section 3: Clause 2.4.2 Section 4E.13, Form Exp-2(b)
Personnel
Equipment
Initial Tentative Program of Performance
Project Specific Information
Power of Attorney of Signatory of Bid.
Affidavit
Section 3, Clause 1.2.1
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): -
Pretshila Road 0.00 to 5.50 km
Bata more – Rly. Hospital – Kazmi more – M.G. College Road km 0.00 to 1.475
Kashinath More – Bata More – Gurudwara More Road km 0.00 1.176
West church Road km 0.00 to 1.215
Gewal Bigha Road km 0.00 to 1.275
Godawari Road km 0.00 to 0.670
J.P. Jharna – Katari Hill – Chandauti more Road. Km 0.00 to 5.100
Gaya - Bodhgaya Road. Km 0.00 to 11.200
Chand chaura– Vishupad– Bangali Ashram– NH82 Road km 0.00 to 1.800
Chand chaura – Ramsagar – Koiri Bari Road km 0.00 to 1.090
Gaya Station – Gurudwara – Golpather chowk Road km 0.00 to 1.00
District court – Durga Bari – Rangbahadur Road km 0.00 to 1.400
Gewal Bigha – Durga Sthan – Police line – NH83 Road km 0.00 to 2.750
Gol Pather chowk (NH-83) – Nai Godown – Jhilganj – NH83 km 0.00 to 1.400
Bangla Sthan – Nai Godown – Azad park – Tekari Road km 0.00 to 1.300
Bhusundi more – Bairagi more – Telbigha – Rajendra Path – NH83 Road km 0.00 to 1.500
Rly. Malgodown – Rangbahadur Road. 0.00 km to 1.40 km
Bodhgaya Approach Road km 0.00 to 3.200
Kalchakra Maidan Road km 0.00 to 1.050
Falgu Approach Road. (Gaya – Nawada Road) km 0.00 to 1.400
Gaya College to Katari more via Asha Singh more Road km 0.00 to 1.75
Gaya Station to Ramshila Road via Bageshwari Road km 0.00 to 3.00
GKI Manpur Town Portion road km 0.00 to 3.500
Kiranighat to Koiribari via Ramna Road km 0.00 to 1.625
Block Office to Jail Suprintendent Residence Road km 0.00 to 1.85
M.G. College to NH83 via Circuit House Road km 0.00 to 1.29
Nai Sadak Road km 0.00 to 0.23
Rameshwar Sinha Road kn 0.00 to 0.575
Maranpur to NH83 Road km 0.00 to 1.15
Late M.P. Singh (A.P. colony) – Chandauti Thana Road km 0.00 to 1.10
Wazirgaj - Fatehpur road km 0.00 to 19.67
ROB at LC No-2 Gay km 0.00 to 0.651
Dandi Bag Road from km 0.0 to 1.25
Domuhan - Cherki road km 0.00 to 8.93
Kandi Nawada - Buniyadganj - Falgu Approach Road from 0.00 to 2.00
Khatkachak - Naili - Dubhal Raod km 0.00 to 5.40
Manpur Left Over portion of NH 82 Road km 0.00 to 4.70
A.N. Medical College, Gaya to Mathurapur via Kasthua - Kasma Road (SH-101) km 0.00 to 5.50
Bela - Sripur - Barabar - Link Khizersarai Road km 0.00 to 22.00
Bela - Rampur - Kormathu - Main road from km 0.0 to 7.00
F.C.I. Godown - Paraiya - Guraru road km 0.00 to 1.00
Teragar Monastry to Mahabodhi Hotel cum link road from Hotel Budhvilas to Maharani Petrol Pump road km 0.00 to 4.40
Ghejan to main Gram (upto Morhar Bridge) road km 0.00 to 4.16
Tekari - Men - Chatar Road in km 10.00 to 17.60
Bela - Rampur - Kormathu - Men Road from km 7.00 to 12.600
NH-83 left out portion of NH-83 from CH-81.074 to CH-98.300 (17.226 km) in district of Gaya
NH-83 left out portion of NH-83 CH-72.860 to CH-74.760 km (1.90 km) in district of Gaya
Kalchakra maidan to Maharani road via Sujata bypass road km 0.00 to 0.600
Saxsena More to Shakiyamuni college via Katorawa ramanya bhumi to near Jai hind public school (Total length-2.650 km)
Dak Ashthan in Gaya-Bodhgaya Road to Sevdhaar Bigha via Belwatand to DAV School NH-83 Road (Total length-1.900 km)
Tibet Dharmshala to Hotel om International BodhGaya via Sabji market tak (total length-0.575 km)
Chakand - Pretshila - Kujapi Road km 0.00 to 8.375
NH-120 Left over portion km 0.00 to 4.30
Swarajpuri Road to Sri Ji Sweets Gupta Namkeen to Hanuman Via Tekari Road from Km 0.00 to Km. 1.20
Near Swarajpuri More from Doctor Mehara to GB Road Via Bari Road , Chatta Masjid from km 0.00 to km 0.825
Tekari Road Karu Tea Shp to Bari Road via Bhadani Cold Storage from Km 0.00 to 0.325
Bela Panari Road to Agni Railly -Shivrampur to Sakir Bigha via Dhanawa including Shivrampur Link Road km 0.00 to 12.00
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
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.)
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.
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.)
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 10.00 m.
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 10.00 m .
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
Supplying and laying factory made perforated / hollow cement concrete paver block in footpath, parks, lawns, drive ways or light traffic parking etc; of required strength, thickness & size / shape made by table vibratotry method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding / laying of interlicking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction of Engineer-in-charge. (80 mm thick M-40 Red colour)
12.08 A Case-II
15.11 A Case (ii)
9.06A Case 1
12.08 A Case ii
12.08 C Case ii
Amount ₹ INR
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