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Tender Value
₹153.4 Cr
EMD Value
₹1.6 Cr
Closing Date
4 Jun 2026, 3:00 pmClosed
Deokant Kumar
Executive Engineer
RCD Road Division Rosera
BHARAT BHUSHAN,
SUPERINTENDING ENGINEER
Long Term Output and Performance based Road Assets Maintenance works under Package 33A/OPRMC-III/Sheikhpura
132359
01/2026-2027 /E-TENDER// RCD/SHEIKHPURA
Open Tender
CIVIL
Sheikhpura
• Name of Bidder
• Address of Bidder
• PAN No.
• GST No.
• Aadhar No.
CIVIL
ITEM RATE
L1
1
25 documents required · 25 mandatory
₹10,000
Processing Fee: 5900
₹1.6 Cr
at O/O CE south ,RCD,Patna ,Bihar
27 May 2026
27 May 2026
4 Jun 2026
27 May 2026
4 Jun 2026
27 May 2026
29 May 2026
Ordinary Maintenance Services in the following Roads (with chainage): -
Sheikhpura-Arha Road (Km 0.00 to 22.760)
Tanti-Hathiyawan Road (Km 0.00 to 3.50)
Sheikhpura-Puraina Road (Km 0.00 to 7.100)
Puraina-Ghatkusumbha Road -P1 (Km 0.00 to 2.500)
Puraina-Ghatkusumbha (Missing Link) Road (Km 0.00 to 0.680)
Sheikhpura-Lakhisarai-Jamui-Deoghar Road (SH-18) (Km 12.575 to 21.575)
Nimi-Kosra Road (Km 0.00 to 5.60)
Beloni-Ghatkusumbha Road-P1 (Km 0.00 to 1.340)
Sheikhpura-Sahra via Mehus (Km 0.00 to 12.260)
Mafo Link Road (Km 0.00 to 0.650)
Ramnubigha Link Road (Km 0.00 to 0.438)
Sheikhpura-Katra Bazar Road (Km 0.00 to 2.110)
Sheikhpura-Station Road (Km 0.00 to 2.580)
V.I.P. Road (Km 0.00 to 0.700)
Sheikhpura-Shahpur Road (Km 0.00 to 17.450)
Kashichak Link Road (Km 0.00 to 2.100)
Sheikhopursarai-Sheikhpura Road-P1 (Km 0.00 to 7.200 )
Sheikhopursarai-Sheikhpura Road-P2 (Km 9.500 to 14.26 )
Jakhraj Asthan-College More Road (Km 0.00 to 1.050)
Mokama-Barbigha-Warsaliganj (SH-83, Bagi Bagdiha-Barbigha) Road (Km 24.725-37.752)
Sirari to Chewara Road (Km 0.00 to 6.720)
Hatiya More to Gangati via Barbigha Market Portion (Km 0.00 to 3.020)
Gangati More to Mehus College Via Bhadrathi Road (Km 0.00 to 7.960)
Chandradeep Via Sohadi-Lohan- Bhalua Road (Km 0.00 to 13.470)
Sheikhpura - Sumka Road (Km 0.00 to 20.250 )
Billo (SH-18) to Chewara (NH-18) (Km 7.040 to 9.700 )
Lakhisarai (SH-08) to Pachna (SH- 18) (Km 11.400 to 18.600 )
Jakhraj Asthan- Husainabad Bypass Road (Km 0.00 to 3.550 )
New Bypass From NH333A (11th Km) Tothiya Pahad to Kushumbha Via Matokhar Dha Road (Km 0.00 to 7.350)
Nemdarganj-Ramjanpur-Knand More Road (Km 0.00 to 10.500)
Item No.
In words
Repairs to shoulders /Construction of Earthen shoulders on both sides of the carriageway wherever required to bring the service level (with 3% camber) (i) Earthen Shoulder: (a) High Shoulder (b) Low shoulder (ii) Hard Shoulder: (a) Paved Shoulder/ Granular (b) Footpath
Plantation in medians and islands not maintained by other agencies.
Pruning of trees to get 5.5 m height above the pavement.
Repairs and cleaning to Cross Drainage Works including Culverts and side drains (outside the area of Municipal Corporation and Nagar Parishad) to specified service levels by taking up required items ensuring to minimum quantity as per Section 5D of Technical Specification.
Providing Road safety and informatory items complete as per IRC:67/latest code specifications such as;
Providing and fixing new mandatory, cautionary and informatory Retro Reflectorized signage, ensuring minimum quantity as per Section 5D of Technical Specification.
Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Fixing New and Maintenance of existing Object Hazard Marker at the opening ends of culverts and bridges or at any other points, delineators. median markers and bollards (spring post) as required, as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Providing New and Maintenance of existing Rumble strips/ speed breaker or any traffic calming measures on minor/major roads as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Providing new and maintenance of existing Road marking as per IRC: 35/latest code-
Hot Applied Thermoplastic compound 2.5mm thick including reflectorising glass beads with (Clause 803-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 latest code. The finished surface to be level, uniform & free from streaks & holes). i. Centre line, lane line marking as per IRC: 35 latest code or as per existing road markings. ii. Edge line marking for all lanes/ roads as per IRC:35 latest code or as per existing road markings. Ensuring minimum quantity as per Section 5D of Technical Specification.
For Urban roads as mentioned in Appendix and as per the direction of Engineer-in-charge: Providing & fixing of reflective pavement markers (Road studs (Road Markers/Road Stud with micro prismatic Lense Reflector- Providing & fixing of road stud 100x100mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene) body resistant to minimum support a load of 13635 Kg and Fitted with micro prismatic Lence Reflector installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.
Repair and Painting of road side assets including painting of trees & poles on formation width; (a) Repair of dividers, road kerbs, islands, parapets and RCC/Brick drains (b) Painting of Trees and Poles Painting of road divider, island, parapets, kerbs etc. ensuring minimum quantity as per Section 5D of Technical Specification.
Any additional activities the Bidder considers necessary to achieve the Service Level Objective.
Item No.
In words
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 507) - Providing and laying Bituminous Concrete with 100-120 TPH batch type Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 MORTH specification (5th revision) 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 less than & Equal to 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC (Clause-507) - Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 MORTH specification (5th revision) Clause No. 507 complete in all respects.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width …..........
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3050m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC (Clause-519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.
Maintenance of Shoulders as per MORTH Specification 305.
Thermoplastic Edge Line Marking.
Painting of Parapets, Kerbs, Islands, Dividers.
Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.
Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.
Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).
Providing repairs & painting to median & kerbs, islands, dividers.
Maintenance of shoulders as per MORTH Specifications- 305.
Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre).
Double Lane with Paved Shoulders of width ______________.
Item No.
In words
Providing Re-Application of Thermoplastic Road Marking at the interval of minimum 2 years in Double Lane and Multi Lanes including auxiliary items as per the MORTH/IRC latest Specifications & as per the direction of Engineer-in-charge with the following items of works to obtain the required service level
Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.
Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.
Item No.
In words
By Mechanical means
Bituminous courses
Ordinary Soil
Mechanical Means (Depth upto 3 m)
Rate per cum for grading-V Material
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Truss and Vertical Support
8.29 Suggestive
Single row for one utility service
Ordinary soil
Mechanical l Means
Depth upto 3 m
RCC Grade M20
RCC Grade M20 using batching plant , transit mixer & manual placing
Ordinary soil
Manual Means
Depth upto 3 m
PCC Grade M15
PCC Grade M15 using batching plant & Concrete pump
C Case II
Granular Material
Ordinary soil
Mechanical Means
Mechanical Means (Depth upto 3 m)
PCC Grade M15
PCC Grade M15 using batching plant & manual placing
PCC Grade M20 using batching plant,transit mixer & manual placing
RCC Grade M20 using batching plant, transit mixer & concrete pump
RCC Grade M25 using batching plant,transit mixer & manual placing
Providing and fixing in position 20 mm thick pre moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
Granular material
Rubble stone laid in cement mortar 1:3
Amount ₹ INR
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MBD OPRMC III.pdf
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Letter No. 809 (Anu).pdf
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NIT OPRMC III.pdf
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Paper Cutting.pdf
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MBD OPRMC III.pdf
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TECHNICAL SHEET OPRMC -III.pdf
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