Long Term Output & Performance based Road Assets Maintenance Works Under Package 26 -B/ OPRMC-III/ Sonepur, Division

Name of Package:-26B/OPRMC-III/ Sonepur

Particular OM IR PM RM MI

Estimated Cost Value (ECV) 1,500,737,149.00 1498591908

Executive Engineer Road Division, Sonepur

LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT (OPRMC-III)

FINANCIAL BID SHEET

(i) Name of Work: Long Term Output & Performance based Road Assets Maintenance Works Under Package 26 -B/ OPRMC-III/ Sonepur, Division

(ii) Estimated Cost Value (ECV) (₹ in Lakh) Rs.15007.37149 Lakhs 0.00 1500737149

(iii) Time of Completion in Months 84 Months

(iv) Last Date of Uploading of Tender 08.06.2026 1,500,737,149.00 16008000

(vi) Cost of BOQ 10000.00

(vii) Name of the Contractor

(viii) Address of the Contractor

Note: In case of discrepancy in figure & words, the rate quoted in words will be considered for financial bid evaluation.

Schedule 1 – Ordinary Maintenance Services Note: 1. Schedule-1 price is the full remuneration to the Contractor to carry out the Works and Services required in order to reach and maintain the service levels of the roads described in the Specifications and elsewhere in the Contract. It further includes the activities of the Contractor related to self-control, quality assurance and material testing, procurement, maintenance & operational charges of Patrol Maintenance Units (PMUs), Inspection vehicles and 5th wheel Bump-Integrator etc. 2. Schedule-1 shall include the costs associated with the Contractual Obligations which are not specifically provided elsewhere, including but without being limited to; the provision of insurances, securities, implementing quality plan requirements, HIV-AIDS Prevention measures, the procurement, maintenance & operational costs of PMU, all environmental, safety and traffic management requirements, conducting various inspections, survey, Inspection Vehicles etc. 3. No extra costs shall be paid for change in lane widths due to improvements taken up under this Contract/ other Contracts, as long as such cumulative changes do not increase the initial bituminous surface area under the Contract by more than 10%. The cost difference assessed by the Bidder, if any, is deemed to be included in the quoted Ordinary Maintenance Lump Sum cost. 4. Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Description of Item Quantity Unit Amount in Figure (₹ INR) Amount in Words (INR)

1 Ordinary Maintenance Services in the following Roads (with chainage): - 84 months LS

1 1. Siwan-Basantpur-Mashrakh-Tariya-Marhowra Road (km 74 to 88 ) ( Total- 14.0 km )

2 2. Garkha bypass Road (Km 0 to 9.0) ( Total- 9.0 km )

3 3. Parsa-Maker Road km 0 to 7.50 ( Total- 7.50 km )

4 4. Bheldi-Bhithi Bazar via Rasulpur Tehti Shivganj Road (km 20 to 26.2) ( Total- 6.2 km )

5 5. Amnaur Bypass Road(Km 0 to 5.15) ( Total- 5.15 km )

6 6. Shiv Ganga-Paharpur to Shahpur Road(Km 0 to 7.6) ( Total- 7.6 km )

7 7. Garkha-Shahpur-Akhtiyarpur Motipur Road (Km 0 to 7.0) ( Total- 7.0 km )

8 8. Garkha Left Out Portion (NH-102) Road (Km 0 To 3.1) ( Total- 3.1 km )

9 9.Chapara (Khairah)- Marhowrah Road ( km 0 to 17.750) ( Total- 17.75 km )

10 10. Shilhauri-Shahpur Road (km 0 to 9.78) ( Total- 9.78 km )

11 11 . Dighwara-Bheldi Road km 0 to 29 ( Total- 29.0 km )

12 12. Manpur-Garkha Road km 0 to 18.0 ( Total- 18.1 km )

13 13 . Ami-Dighwara Road ( NH-19 Left out Portion) km o to 5.4 ( Total- 5.4 km )

14 14.Sutihar-Katsa Road (km 0 to 7.3) ( Total- 7.30 km )

Schedule 1 – Ordinary Maintenance Services (Lump Sum) Total Price

Schedule 2 – Initial Rectification Works Note: 1. As a guide a list of quantities of Initial Rectification Work activities have been provided in Section 5D of the Technical Specification to assist the Contractor with the completion of this schedule. The information supplied is indicative and minimum quantities to be executed. It should not be interpreted as the contractual requirement for these activities. The Contractor will assess the current road conditions and determine himself what works are needed to meet the desired service level criteria and performance standards. 2. The bidder shall quote its lump sum amount duly assessing the current condition and deterioration module of the roads. 3. Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications

S. No. Item No. Description of Item Quantity (Excl. Notional Roads) Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

2 2.1 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. 56.700 km

2.2 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 56.700 km

2.3 (a) 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. 56.700 km

(b) Plantation in medians and islands not maintained by other agencies.

(c) Pruning of trees to get 5.5 m height above the pavement.

2.4 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. 56.700 km

2.5 Providing Road safety and informatory items complete as per IRC:67/latest code specifications such as; 56.700 km

(a) Providing and fixing new mandatory, cautionary and informatory Retro Reflectorized signage, ensuring minimum quantity as per Section 5D of Technical Specification.

(b) Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification.

(c) Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(d) Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(e) 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.

(f) 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.

2.6 Providing new and maintenance of existing Road marking as per IRC: 35/latest code- 56.700 km

(a) 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.

(b) 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.

2.7 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. 56.700 km

2.8 Any additional activities the Bidder considers necessary to achieve the Service Level Objective. 0.000 km

Schedule 2 – Initial Rectification Works (Lump Sum) Total Price

Schedule 3(a) – Periodic Maintenance Works Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

3(a) 3(a) 1.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) 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

(b) 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 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.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)1.1.1 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). 8.700 km

3(a)1.1.2 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). 18.864 km

3(a) 1.2 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.

(a) 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.

(b) 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 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.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) 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.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) 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).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)1.2.1 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). 70.000 km

3(a)1.2.2 Double Lane with Paved Shoulders of width 10.00 m . 15.410 km

3(a) 2.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) 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

(b) 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.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)2.1.1 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). 0.000 km

3(a)2.1.2 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). 0.000 km

3(a) 2.2 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.

(a) 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.

(b) 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.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) 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.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) 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).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)2.2.1 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). 12.800 km

3(a)2.2.2 Double Lane with Paved Shoulders of width ______________. 0.000 km

3(a) 3.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) 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

(b) 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.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)3.1.1 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). 0.000 km

3(a)3.1.2 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). 0.000 km

3(a) 3.2 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.

(a) 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.

(b) 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.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) 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.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) 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).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)3.2.1 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). 0.000 km

3(a)3.2.2 Double Lane with Paved Shoulders of width ______________. 0.000 km

Schedule 3(a) – Periodic Maintenance Works (Lump Sum) Total Price

Schedule 3(b) – Re-Application of Road Marking at the min interval of 2 years Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

3(b) 3(b).1 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. 68.365 km

3(b).2 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 164.830 km

(a) 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.

(b) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code. Rupees Four Crores Seventy Five Lacs Twenty Five Thousand Four Hundred Forty Only

(c) 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). 0.00

Schedule 3(b) – Re-Application of Road Marking at the min interval of 2 years (Lump Sum) Total Price

Schedule 4 – Minor Improvement Works (Unit Item Rates) Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

4 4.1 (3.15 i) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 3925.000 sqm 3925

4.2 (4.01 B i ) 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. 418.500 cum 418.5

4.3 (6.01) Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 275.000 cum 275

4.4 (6.02) 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 687.500 cum 687.5

4.5 (3.13 iB ) 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. 280.000 cum 280

4.6 ( 4.01 B ii) 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. 645.000 cum 645

4.7 (Paver Block) ( IS 15658:2006 & IRC SP 63:2018 ) Supplying and Laying factory made perforated/hollow cement concrete paver block in footpath,parks,lawns,drive way or light traffic parking etc. of required Strength,thickness & size/shape made by table vibratory method using PU mould,laid in required colour & pattern over 50 mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into 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.Rate derived on basis of B.C.D. Bihar SoR-2022 analysis of rate for item no. 16.19.1 & 16.91.2 (M-50 , 80mm Thick) 1000.000 sqm 1000

4.8 (8.38) Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) 2048.440 sqm 2048.44

4.9 (8.23 A) 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 810) 400.000 RM 400

4.10 (8.04 A) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

((ii)) 90 cm Equilateral Triangle 771 Each 771

((x)) 80x60 cm Rectangular 56 Each 56

((viii)) 60 cm Circular 38 Each 38

((xv)) 90 cm High Octagonal 441 Each 441

4.11 (8.05) Direction and Place Identification Signs upto 0.9 sqm Size Board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing).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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. 28.500 sqm 28.5

4.12 (8.16) Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting). 850.000 Each 850

4.13 () Providing & Fixing of Tree Reflector of Aluminium sheeting 2 mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 3845.000 Each 3845

4.14 (3.16) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.) 11550.000 cum 11550

4.15 (9.01 I B (i)) Earth work in excavation of foundation of structures as per drawing and technical specifications, 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. 2025.013 cum 2025.013

4.16 (9.02) Sand Filling in Foundation Trenches as per Drawing & Technical Specification 125.925 cum 125.925

4.17 (9.06 A case I) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications ( PCC-15) 130.463 cum 130.463

4.18 (9.06 C ) Plain/Reinforced Cement Concrete in sub-structure complete as per drawings and Technical Specifications (RCC-20) 882.510 cum 882.51

4.19 (9.07) Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 105.298 M.T 105.298

4.20 (15.14) Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. 802.000 Each 802

4.21 (2.4 i II B) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres RCC grade M-20 & above 83.000 Cum. 83

4.22 (2.4 iiB) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres B/W in cement mortar 158.400 Cum. 158.4

4.23 (15.01 I B (i)) Earth work in excavation of foundation of structures as per drawing and technical specifications, 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. 4181.525 Cum. 4181.525

4.24 (15.11 A case I) Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications..(PCC M-15 ) 716.666 Cum. 716.666

4.25 (15.11 B (I)) Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. (PCC M-20) 394.440 Cum. 394.44

4.26 (15.11 C (i)) Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.(RCC M-20) 654.000 Cum. 654

4.27 (15.15 case I) PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications. 100.800 Cum. 100.8

4.28 (15.16) Reinforced Cement Concrete M-30 Grade in Approach Slab including reinforcement and form work complete as per drawings and Technical Specifications 201.600 Cum. 201.6

4.29 (15.18) Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. 74.752 Cum. 74.752

4.30 (15.13) Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 42.857 M.T 42.857

4.31 (15.17) Drainage spouts complete as per Drawing and Technical Specifications. 56.000 Each 56

4.32 (14.07) Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 326.880 RM 326.88

4.33 (15.23 B) Back filling behind abutment, wing wall and return wall with complete as per drawing and Technical Specification (sandy Material ) 349.396 Cum. 349.396 4.34

4.34 (15.24) Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 219.334 Cum. 219.334 4.35

4.35 (15.25) Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. 212.141 RM 212.141 4.36

4.36 (16.04 A) Providing and laying pitching on slopes Laid over prepared filter media including boulder apron laid dry in front of toe as per drawing and technical specifications 1448.640 Cum. 1448.64 4.37

4.37 (16.05) Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 248.400 Cum. 248.4 4.38

4.38 (16.08 A) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.(Rubble stone laid in cement mortar 1:3) 43.600 Cum. 43.6 4.39

4.39 (16.11) Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 500.600 Cum. 500.6 4.40

4.40 (8.08) 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) 33.260 sqm 33.26 4.41

4.41 (9.04 A ) Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia 72.500 M 72.5 4.44

4.42 (2.05II A) Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Graungle Coarse by mechanical means. 168.000 cum 168 4.45

4.43 (4.14 B ) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.. 703.600 cum 703.6 4.46

4.44 (5.01 A i ) 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. 2800.000 sqm 2800 4.47

4.45 (5.02 i) 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. 69600.000 sqm 69600 4.48

4.46 (5.04 B ) 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. 4232.000 cum 4232 4.49

4.47 (5.02 (iii)) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 85407.500 sqm 85407.5 4.50

4.48 (5.11) 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. 85407.500 sqm 85407.5

Schedule 4 – Minor Improvement Works (Unit Item Rates) Total Price

BID SUMMARY SCHEDULE xxx

SCHEDULE Amount ₹ INR xxx

Schedule 1 – Ordinary Maintenance Services xxx

Schedule 2 – Initial Rectification Works xxx

Schedule 3(a) – Periodic Maintenance Works xxx

Schedule 3(b) – Re-Application of Road Marking xxx

Schedule 4 – Minor Improvement Works xxx

Total Bid Price (in figures) (Including all Taxes) xxx

Total Bid Price (in Words) (Including all Taxes) xxx

Note:- The rates and prices tendered in the Works Schedule shall allow for and include all plant, labour, supervision, testing, materials, mobilization, demobilization, maintenance, insurance, profit, taxes, levies and duties, together with all general risks, liabilities and obligations etc. set out or implied in the Contract.

Executive Engineer, Road Division Sonepur