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Tender Value
₹124.7 Cr
EMD Value
₹1.3 Cr
Closing Date
8 Jun 2026, 3:00 pm3d left
Nawal Kishor Singh
Executive Engineer
ROAD DIVISION HILSA
SADHU SHARAN
SUPERINTENDING ENGINEER,
Long Term Output & Performance Based Road Assets Maintenance work under Package No. 40A/OPRMC-III Road Division Hilsa (Nalanda) for the year 2026-2033
132475
NIT NO.- RCD/ROAD/HILSA/MBD/01/2026-27
Open Tender
CIVIL
Nawada
• Name of Contractor
• Address of contractor
• 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 : Rs. 13470000
(a) through offline mode in the form of Bank Guarantee of Nationalized/
Scheduled Bank duly endorsed/ pledged to Executive Engineer, Road Division Hilsa.
(b) through online mode also i.e. Internet Payment Gateway, Net Banking, NEFT/RTGS
• 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.
• Existing Committements of on-going Works
Section 3: Clause 1.2.3
Section 4E.10, FIN-4
• 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.
(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.-968.57m3
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.-56.25m3
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.-5917.56m3
Bituminous Cold Mix Treatment: 50% of Estimated Quantities of any one [1] year which has maximum value.-0m3
• 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.
(i) Road Manager (1 No.): Maximum Age 65 Years, Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 3 Years.
(ii)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.
(iii) 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.
(iv)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
Loader/Backhoe (0.5 m3 bucket), Max Age 8 Years
Excavator (0.75 m3 bucket), Max Age 10 Years
Sensor Paver (3.5 m), Max Age 10 Years
Bitumen Distributor (2000 litre), Max Age 10 Years
8-10 Tonne Vibratory Roller, Max Age 10 Years
Plate Vibrator (Compaction for Patch work), Max Age 5 Years
Emulsion Sprayer, Max Age 10 Years
Tractor or Rubber Tyred Dozer with adjustable Back Blade/Grader, Max Age 10 Years
Smooth Wheeled Roller 8-10 Tonne, Max Age 10 Years
Power Broom or Tractor Mounted Compressor, Max Age 10 Years
Wet Mix Plant, Max Age 10 Years
Generator 250 KVA, Max Age 10 Years
Concrete Mixer 0.4/0.28 cum, Max Age 10 Years
Baby Vibratory Roller, Max Age 10 Years
Fifth Wheel Bump Integrator duly Calibrated, Max Age 5 Years
Milling Machine, Max Age 10 Years
Road Marking Equipment, Max Age 5 Years
• 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
₹1.3 Cr
Office of Chief Engineer South, 2nd floor Vishwesaraiya Bhawan Road Construction Department, Patna,
29 May 2026
29 May 2026
8 Jun 2026
29 May 2026
8 Jun 2026
29 May 2026
2 Jun 2026
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.
(a) through offline mode in the form of Bank Guarantee of Nationalized/ Scheduled Bank duly endorsed/ pledged to Executive Engineer, Road Division Hilsa.
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.
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.
No conflicts of interests in accordance with ITB Sub-Clause 4.3.
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.
Copies of original documents defining the constitution or legal status, place of registration, and principal place of business of the Joint Venture.
On Non-Judicial Stamp Paper of Appropriate Value.
Information regarding litigation.
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.
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.
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 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.
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.
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.
As Per S. No. 14
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.
(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.
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.
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:
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.
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.
As Per NIT
(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.
Works Under Package 40A/ OPRMC-III/Hilsa Division
84 Months
Quantity
84 months
Chandi - Sohsarai Road
Mausamiganj - Aungari Road
Salehpur-Soradih- Vidhipur Road
Badimath (Parwalpur) to Devariya
Ramghat-Diyawan-Berthu road
Hilsa-Renri-Chiksaura- Bansbigha Road
Daniyawan- Hilsa- Ekangarsarai - Hulasganj (SH-4) Road
Hilsa Bypass road (West Side)
Chandi to Chhabilapur SH-71 via Tharthari-Parwalpur-Andwas road
Ekangarsarai bypass Road
Bihta Sramera Road
Left out portion of NH-30A after construction of Daniawan Bypass
Hilsa Noorsarai Road
Ramghat-Lachhubigha road
Salepur-Narsanda-Telmar-karauta Road
Panpanawa-Chhidhi-Bejapatti Bypass road
Description of Item
In fig.
Repairs to bituminous carriage way wherever required to bring the specified service level for the damages pot holes, rut, cracks & depressions, delaminating, stripping, edge breaking, dig out etc. and any additional activity necessary to achieve the service level objective.
Removal of jungle on both sides of the road to bring the service level by uprooting and burn to ashes (Clause 201)- Clearing & Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, except forestation work done by other Government agencies.
Description of Item
In fig.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Description of Item
In fig.
Providing Re-Application of Thermoplastic Edge Line Marking at interval of minimum 2 years of previous application (including the road marking carried out under the Periodic Maintenance Works) in Single & Intermediate Lanes including auxiliary items as per the MORTH/ IRC latest Specifications & as per direction of Engineer-in-charge.
Description of Item
In fig.
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.Mechanical Means( Depth upto 3 m )
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC in open foundation complete as per drawing and Technical Specifications. M15
RCC M20 in open foundation complete as per drawing and technical specifications
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying & Fitting CI Cover (C.I. Jali work) without frame for manholes:- Jali with 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Upto 600mm dia
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
Dismantling of Flexible pavement and disposal of dismantled material upto a lead of 100 m , stacking seviceable and unseviceable materials seperately . - Bituminous Coursees
Dismantling of Flexible pavement and disposal of dismantled material upto a lead of 100 m , stacking seviceable and unseviceable materials seperately . - Granular Coursees
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.
Construction of Dry Lean Cement Concrete sube base over a prepared subgrade with coarse and fine aggregate conforming to IS:383 , the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15 : 1 , aggregate gradation after blending to be as per table 600-1 , cement content not to be less than 150 kg / cum , optimum moisture content to be determined during trial length construction , concrete strength not to be less than 10 Mpa at 7 days , mixed in a batching plant, transported to site , laid with a paver with electronic sensor , compacting with 8-10 tonnes vibratory roller, finishing and curing .
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40 (Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
(iii) 90 cm Equilateral traingle
(iii) 90 x 30 cm Hazard marker
(iv) 80 x 60 cm Rectangular
(v) 60 cm Square
(vi) 60 cm Circular
(vii) 60 x 45 cm Rectangular
(viii) 60 cm Equilateral traingle
(ix) 60 x 45 cm Rectangular ( Cheveron board )
Road Delineators (Supplying and installation of MS delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively,these metal guide poles can be concealed with thermoplastic body. The posts shall have fan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto ground. Mild steel Guide poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor.
Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost.
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)
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.
Works Under Package 40A/ OPRMC-III/Hilsa Division
84 Months
Quantity
84 months
Chandi - Sohsarai Road
Mausamiganj - Aungari Road
Salehpur-Soradih- Vidhipur Road
Badimath (Parwalpur) to Devariya
Ramghat-Diyawan-Berthu road
Hilsa-Renri-Chiksaura- Bansbigha Road
Daniyawan- Hilsa- Ekangarsarai - Hulasganj (SH-4) Road
Hilsa Bypass road (West Side)
Chandi to Chhabilapur SH-71 via Tharthari-Parwalpur-Andwas road
Ekangarsarai bypass Road
Bihta Sramera Road
Left out portion of NH-30A after construction of Daniawan Bypass
Hilsa Noorsarai Road
Ramghat-Lachhubigha road
Salepur-Narsanda-Telmar-karauta Road
Panpanawa-Chhidhi-Bejapatti Bypass road
Description of Item
In fig.
Repairs to bituminous carriage way wherever required to bring the specified service level for the damages pot holes, rut, cracks & depressions, delaminating, stripping, edge breaking, dig out etc. and any additional activity necessary to achieve the service level objective.
Removal of jungle on both sides of the road to bring the service level by uprooting and burn to ashes (Clause 201)- Clearing & Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, except forestation work done by other Government agencies.
Description of Item
In fig.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Description of Item
In fig.
Providing Re-Application of Thermoplastic Edge Line Marking at interval of minimum 2 years of previous application (including the road marking carried out under the Periodic Maintenance Works) in Single & Intermediate Lanes including auxiliary items as per the MORTH/ IRC latest Specifications & as per direction of Engineer-in-charge.
Description of Item
In fig.
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.Mechanical Means( Depth upto 3 m )
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC in open foundation complete as per drawing and Technical Specifications. M15
RCC M20 in open foundation complete as per drawing and technical specifications
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying & Fitting CI Cover (C.I. Jali work) without frame for manholes:- Jali with 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Upto 600mm dia
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
Dismantling of Flexible pavement and disposal of dismantled material upto a lead of 100 m , stacking seviceable and unseviceable materials seperately . - Bituminous Coursees
Dismantling of Flexible pavement and disposal of dismantled material upto a lead of 100 m , stacking seviceable and unseviceable materials seperately . - Granular Coursees
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.
Construction of Dry Lean Cement Concrete sube base over a prepared subgrade with coarse and fine aggregate conforming to IS:383 , the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15 : 1 , aggregate gradation after blending to be as per table 600-1 , cement content not to be less than 150 kg / cum , optimum moisture content to be determined during trial length construction , concrete strength not to be less than 10 Mpa at 7 days , mixed in a batching plant, transported to site , laid with a paver with electronic sensor , compacting with 8-10 tonnes vibratory roller, finishing and curing .
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40 (Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
(iii) 90 cm Equilateral traingle
(iii) 90 x 30 cm Hazard marker
(iv) 80 x 60 cm Rectangular
(v) 60 cm Square
(vi) 60 cm Circular
(vii) 60 x 45 cm Rectangular
(viii) 60 cm Equilateral traingle
(ix) 60 x 45 cm Rectangular ( Cheveron board )
Road Delineators (Supplying and installation of MS delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively,these metal guide poles can be concealed with thermoplastic body. The posts shall have fan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto ground. Mild steel Guide poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor.
Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost.
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)
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.
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