Request for Proposal (“RFP”) issued by NHIT Western Projects Private Limited (NWPPL) for Engagement of Agency/Firm for Pavement Rectification works as per Schedule B on four-lane of Palanpur-Abu Road Section of NH-27 with project length of 45 kms in the state of Gujarat and Rajasthan.

BOQ forAburoad to swaroopganj Project Section (from Km 646+000 to Km 677+000) of NH -27

Main carriageway (Rutting Repair work)

S No Material Description UoM Rate Quantity Amount Remark

1 Milling of Bituminous Surface up to 40mm Depth This item covers the milling of bituminous surfaces up to a depth of 40 mm, as per MoRTH Clause 111 and Clause 3004. The work shall be executed using a cold milling machine such as Wirtgen W100H or equivalent, having a minimum milling width of 1 meter and a capacity of at least 100 HP, capable of achieving the desired depth in a single pass. The milled surface shall be uniform, free from loose material, and prepared for subsequent works. Milled material shall be collected and loaded into suitable transport vehicles immediately to prevent site obstruction. The quoted rate shall include all costs necessary to complete the work but not limited to the cost of equipment mobilization, milling, collection, loading, fuel, tools, labor, and traffic safety arrangements. Approval of the Engineer-in-Charge for the machine and methodology is mandatory. Measurement: per sqm of milled area, inclusive of all operations, which shall adhere to relevant safety and environmental regulations. Sqm 45

2 Tack Coat on Bituminous Surfaces Scope of Work: Providing and applying tack coat using bitumen emulsion on a prepared bituminous surface to ensure effective bonding with the overlying bituminous layer. Execution Requirements: 1) Clean the bituminous surface using a mechanical broom to remove dust and debris. 2) Use RS-1 grade bitumen emulsion conforming to IS:8887. 3) Apply uniformly at a rate of 0.20 to 0.30 kg/sqm using a bitumen pressure distributor. 4) Maintain spray temperature for Bitumious emulsion around 20°C to 70°C, and for CutBack 50°C to 80°C for best results. 5) Avoid overlapping, streaking, or excess pooling; ensure full surface coverage. Rate Inclusions: Rate includes Bitumen emulsion, labour, cleaning, spraying equipment, fuel, PPE, traffic control, Safety compliance and all incidental works. Relevant Code / Specification: MoRTH Clause 503, IS:8887 sqm 20.00

3 Bituminous Concrete – Grading -II (VG-40, 5.4%) Scope of Work: Providing and laying Bituminous Concrete (BC) with Grading II aggregate using higher capacity batch type hot mix plant, premixed with VG-40 bitumen @ 5.4% by weight of total mix and filler, including transportation, laying by hydrostatic sensor paver, and compaction with rollers as per MoRTH Clause 507. Execution Requirements: 1) Prepare mix with VG-40 binder @ 5.2%, Grading 2 aggregates, and filler in HMP. 2) Maintain mix temp 160–170°C, laying temp ≥150°C, rolling temp ≥100°C. 3) Lay mix using sensor paver to desired camber, grade, and level. 4) Compact with smooth, vibratory, and tandem rollers to achieve ≥92% lab density. Rate Inclusions: Covers the complete scope including cost of materials (VG-40, aggregates, filler), HMP operation, transportation, laying, compaction, site preparation, testing, safety, and environmental management. Relevant Specification: MoRTH Clause 507 Cum 9013.68

Amount without GST Rs. ₹ 0

GST@18% Rs. ₹ 0

Total Amount Including 18% GST Rs. ₹ 0

Note: Material & Testing shall be done as per NHAI/MORTH specification

* The Quantities mentioned in BoQ may vary up to ± 25% of original BoQ quantity of single BoQ item subject to maximum of ± 20% of original Contract price. The decision of the Employer shall be final and binding on the contractor

MCW Pavement defects rutting

S.No From To Side Location L W D Milling QTY(SQM) Tack Coat QTY(SQM) BC QTY(CUM) Remarks

BOQ for Palanpur - to - Aburoad Project Section (from Km 601+000 to Km 646+000) of NH -27

Main carriageway (Rutting Repair work)

S No Material Description UoM Rate Quantity Amount Remark

1 Milling of Bituminous Surface up to 40mm Depth This item covers the milling of bituminous surfaces up to a depth of 40 mm, as per MoRTH Clause 111 and Clause 3004. The work shall be executed using a cold milling machine such as Wirtgen W100H or equivalent, having a minimum milling width of 1 meter and a capacity of at least 100 HP, capable of achieving the desired depth in a single pass. The milled surface shall be uniform, free from loose material, and prepared for subsequent works. Milled material shall be collected and loaded into suitable transport vehicles immediately to prevent site obstruction. The quoted rate shall include all costs necessary to complete the work but not limited to the cost of equipment mobilization, milling, collection, loading, fuel, tools, labor, and traffic safety arrangements. Approval of the Engineer-in-Charge for the machine and methodology is mandatory. Measurement: per sqm of milled area, inclusive of all operations, which shall adhere to relevant safety and environmental regulations. Sqm 17,929 0

2 Tack Coat-The work involves the application of a tack coat to prepare the surface for the next layer of bituminous material. The existing road surface shall be thoroughly cleaned to remove dust, debris, and loose material before the tack coat is applied. Bitumen (IS 73: 2013) shall be heated and sprayed evenly at a rate of 0.25 to 0.3 kg per sqm using a mechanical sprayer, in accordance with MoRTH Section 503. The contractor shall ensure that the tack coat is applied evenly and allowed to cure before the next layer is laid. The quoted rate shall include all costs necessary to complete the work, but not limited to the cost of bitumen, application equipment, labor for surface preparation and tack coat application, and any other resources necessary for the proper execution of the work. Quality checks shall be performed to ensure that the tack coat is applied at the specified rate and is uniformly spread. bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface ) sqm 17,929 0

3 BC Laying with Paver: Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder and filler as per table 500-9 with aggregates in drum mix plant transporting the mix material with tipper and laying with paver finisher to the required level , grades and rolling with vibratory compactor, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all lead. Grading II (13.20 mm nominal size) - VG-40 Bitumen grade @ minimum 5.40% of mix. Thickness 40 mm Cum 717 0

Amount without GST Rs. ₹ 0

GST@18% Rs. ₹ 0

Total Amount Including 18% GST Rs. ₹ 0

Note: Material & Testing shall be done as per NHAI/MORTH specification

* The Quantities mentioned in BoQ may vary up to ± 25% of original BoQ quantity of single BoQ item subject to maximum of ± 20% of original Contract price. The decision of the Employer shall be final and binding on the contractor

MCW Pavement defects rutting

S.No From To Side Location L W D QTY(SQM) QTY(CUM) Remarks

BOQ for Palanpur -to -Aburoad - swaroopganj Project Section (from Km 601+000 to Km 676+000) of NH -27

S No Material Description UoM Rate Quantity Amount Remark

A Junction & Service Road

1 Excavation in Soil with Dozer with lead up to 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (Reference to MoRT&H's specification clause 301). Cum 450 0

2 Construction of Embankment 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 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Cum 225 0

3 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits, transported with all lifts and leads, including royalty, and spread in uniform layers of not more than 250 mm thickness. The material shall meet the quality requirements specified in MoRTH Clause 305, ensuring compliance with gradation, plasticity, and moisture content parameters. Compaction of the subgrade shall achieve a minimum of 97% of Maximum Dry Density (MDD) as per IS 2720 (Part 8), and the earthen shoulders shall be compacted to 95% MDD using mechanical equipment. Grading shall be performed to ensure the required slope, alignment, and stability, with final finishing to the levels specified in the approved drawings. The work includes surface dressing, preparation of shoulders for proper drainage, and all necessary field and laboratory tests, such as field density and moisture content tests, to verify compliance with Table 300-2 of MoRTH specifications. The item covers all costs for material procurement, royalty, transportation, labor, machinery, and incidental works. Safety measures and environmental compliance shall be ensured during execution. The final surface shall be stable, durable, and suitable for traffic loading, conforming to project specifications and ensuring proper integration with adjacent structures. Cum 225 0

4 Construction of Granular Sub-Base (Grade IV Material) Construction of granular sub-base by providing approved Grade IV material conforming to MoRTH Clause 401 and Table 400-1, with material sourced as per project specifications, including all royalty charges and transportation. The material shall be laid in uniform layers not exceeding 200 mm thickness, using a motor grader with a minimum blade length of 3.05 m and GPS control for precise alignment. Surface preparation, including cleaning and leveling, shall be ensured before placement. Mixing shall be done by an appropriate mechanical mixer with controlled water addition to achieve optimum moisture content. Compaction shall be performed using a vibratory roller of at least 8-10 tonnes to achieve a minimum of 98% Maximum Dry Density (MDD) as determined by IS 2720 (Part 8). Field density tests shall be conducted at intervals of 50 m or as directed by the Engineer-in-Charge to ensure compliance. The work includes preparation of cross slopes and drainage features as per the approved drawings and required gradients. Safety measures, traffic management, and environmental compliance during execution are mandatory. All costs for material, labor, machinery, and testing are included. The final surface shall meet specified levels, alignment, and stability, ensuring durability and proper integration with adjoining layers, as per project drawings and standards. Cum 90 0

5 Construction of Wet Mix Macadam (WMM): Construction of Wet Mix Macadam (WMM) by providing approved crushed stone aggregate material conforming to MoRTH Clause 406 , with material sourced as per project specifications, including all royalty charges and transportation. The material shall be laid in uniform layers not exceeding 250 mm thickness, using a motor grader with a minimum blade length of 3.05 m and GPS control for precise alignment. Surface preparation, including cleaning and leveling, shall be ensured before placement. Mixing shall be done by an appropriate mechanical mixer with controlled water addition to achieve optimum moisture content. Compaction shall be performed using a vibratory roller of at least 8-10 tonnes to achieve a minimum of 98% Maximum Dry Density (MDD) as determined by IS 2720 (Part 8). Field density tests shall be conducted at intervals of 50 m or as directed by the Engineer-in-Charge to ensure compliance. The work includes preparation of cross slopes as per the approved drawings and required gradients. Safety measures, traffic management, and environmental compliance during execution are mandatory. All costs for material, labor, machinery, and testing are included. The final surface shall meet specified levels, alignment, and stability, ensuring durability and proper integration with adjoining layers, as per project drawings and standards. Cum 113 0

7 Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Sqm 1,364 0

8 Tack Coat on Bituminous Surfaces Scope of Work: Providing and applying tack coat using bitumen emulsion on a prepared bituminous surface to ensure effective bonding with the overlying bituminous layer. Execution Requirements: 1) Clean the bituminous surface using a mechanical broom to remove dust and debris. 2) Use RS-1 grade bitumen emulsion conforming to IS:8887. 3) Apply uniformly at a rate of 0.20 to 0.30 kg/sqm using a bitumen pressure distributor. 4) Maintain spray temperature for Bitumious emulsion around 20°C to 70°C, and for CutBack 50°C to 80°C for best results. 5) Avoid overlapping, streaking, or excess pooling; ensure full surface coverage. Rate Inclusions: Rate includes Bitumen emulsion, labour, cleaning, spraying equipment, fuel, PPE, traffic control, Safety compliance and all incidental works. Relevant Code / Specification: MoRTH Clause 503, IS:8887 sqm 5,942 0 0.00

9 Dense Bituminous Macadam: Providing and laying Dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 MoRTH specification clause No. 507 complete in all respects. The work includes preparation of cross slopes as per the approved drawings and required gradients. Safety measures, traffic management, and environmental compliance during execution are mandatory. All costs for material, labor, machinery, and testing are included. The final surface shall meet specified levels, alignment, and stability, ensuring durability and proper integration with adjoining layers, as per project drawings and standards. - Bitumen @ 4.5 per cent of weight of mix. Bitumen Grade Shall be VG-40 Cum 113 0

10 Bituminous Concrete – Grading -II (VG-40, 5.4%) Scope of Work: Providing and laying Bituminous Concrete (BC) with Grading II aggregate using higher capacity batch type hot mix plant, premixed with VG-40 bitumen @ 5.4% by weight of total mix and filler, including transportation, laying by hydrostatic sensor paver, and compaction with rollers as per MoRTH Clause 507. Execution Requirements: 1) Prepare mix with VG-40 binder @ 5.2%, Grading 2 aggregates, and filler in HMP. 2) Maintain mix temp 160–170°C, laying temp ≥150°C, rolling temp ≥100°C. 3) Lay mix using sensor paver to desired camber, grade, and level. 4) Compact with smooth, vibratory, and tandem rollers to achieve ≥92% lab density. Rate Inclusions: Covers the complete scope including cost of materials (VG-40, aggregates, filler), HMP operation, transportation, laying, compaction, site preparation, testing, safety, and environmental management. Relevant Specification: MoRTH Clause 507 Cum 167.43 0

1 Excavation– Lead up to 100 m -3m The work consists of excavating soil for roadway construction using a dozer upto 3m, including cutting, loosening, and pushing the excavated material to the embankment location up to an average lead of 50 m (maximum 100 m), and finishing the excavation to the required lines, grades, levels, and side slopes as shown in the drawings. The operation shall include trimming of the bottom and side slopes, handling of excavated soil, and maintaining proper formation width as per design. The rate shall include the cost of all machinery (dozer and auxiliary equipment), operational fuel, labour for supervision and trimming, incidental works, setting out, traffic and safety arrangements, and compliance with MoRTH Specification Clause 301 for excavation in soil by mechanical means. Cum 756.04 0

2 Backfilling Behind Drain Backfilling behind Drain walls using approved sandy material, including placing in layers of specified thickness, moisture conditioning, spreading, and compaction to the required density and profile as per approved drawings and Technical Specifications; work includes all leads and lifts, controlled placement to avoid displacement of structures, proper benching, finishing to required slope and level, and taking all necessary safety measures such as barricading, PPE and supervision to ensure proper completion of the work as per MoRTH Specifications. Cum 280.82 0

3 Plain cement concrete in under foundation M-15 Providing and laying Plain/Reinforced Cement Concrete of M15 grade in open foundation, including preparation of foundation bed to the required levels, formwork where necessary, placement of concrete as per approved mix design, proper compaction using mechanical vibrators, finishing, and curing as per specifications. The work shall include supplying all materials, labour, tools, equipment, mixing, placing, compacting, curing, and all incidental works required for proper completion, along with full compliance with safety measures such as PPE, barricading, and site protection. All works shall conform to the relevant provisions of MoRTH Section 1500 & 1700 and approved drawings. Cum 75.60 0

4 Reinforced Cement Concrete in Foundation – RCC M-25 Providing and laying Reinforced Cement Concrete of M25 grade in open foundation, including preparation of foundation bed to the required levels, formwork where necessary, placement of concrete as per approved mix design, proper compaction using mechanical vibrators, finishing, and curing as per specifications. The work shall include supplying all materials, labour, tools, equipment, mixing, placing, compacting, curing, and all incidental works required for proper completion, along with full compliance with safety measures such as PPE, barricading, and site protection. All works shall conform to the relevant provisions of MoRTH Section 1500 & 1700 and approved drawings. Cum 100.44 0

5 Reinforced Cement Concrete in Sub-Structure (RCC M-25) Providing, placing, and compacting Plain/Reinforced Cement Concrete of grade M-25 in sub-structure elements such walls, any structural component below deck level, complete as per approved drawings and Technical Specifications. Work includes surface preparation, formwork, reinforcement placing, concrete mixing, vibration, compaction, finishing, and curing as per MoRTH provisions. The rate includes all materials (cement, aggregates, reinforcement), labour, machinery, shuttering, staging, pumping/conveying of concrete, curing, safety measures, and all incidental works for proper execution as per MoRTH Specifications (Section 1700 & 2200). Cum 123.12 0

6 Supplying, Fitting, and Placing HYSD Bar Reinforcement Scope of Work : This work includes supplying, cutting, bending, binding, and placing uncoated HYSD bars in foundations as per the approved bar bending schedule. It also includes providing and fixing binding wire, supports, and chairs necessary to maintain spacing and cover. Execution Requirements: 1) Steel shall conform to IS:1786. 2) Bars shall be cleaned of rust, oil, mud, or other contaminants before use. 3) Reinforcement shall be cut, bent, and fixed as per approved drawings, ensuring specified cover, laps, and alignment. 4) Binding with annealed wire and supports/chairs shall be provided to maintain correct position during concreting. Rate Inclusion: The quoted rate shall include the cost of HYSD steel, cutting, bending, placing, labour charges, binding wire, supports, chairs, tools, and incidental works. It shall also cover safety provisions and cutting/bending operations, as well as compliance with the Engineer-in-Charge’s directions. Relavant Specification :-MoRTH SpecificationsClause 1600; IS:1786; IS:2502. Mt 11.18 0

7 Weep hole Providing weep holes in brick masonry, plain concrete, or reinforced concrete abutments, wing walls, and return walls using 100 mm diameter AC pipes placed with a uniform outward slope of 1V:20H, extending through the full width of the structure, including cutting, fixing, sealing, and ensuring proper alignment and drainage flow, complete as per approved drawings, MoRTH technical specifications, and directions of the Engineer-in-Charge. Nos 432.00 0

C Rain water Harvesting (RWH)

1 Rain water Harvesting (RWH)- Construction of Rainwater Harvesting System including excavation, filter media (sand & aggregates), perforated pipes, recharge well, RCC cover, chamber with grating, piping connections, testing and commissioning complete as per specifications. Nos. 1.00 0

Amount without GST Rs. 0

Note: Material & Testing shall be done as per NHAI/MORTH specification

* The Quantities mentioned in BoQ may vary up to ± 25% of original BoQ quantity of single BoQ item subject to maximum of ± 20% of original Contract price. The decision of the Employer shall be final and binding on the contractor

Construction of New RD and junction improvement work

S. No Chainage (km) Side Length (m) Width (m) Milling BC DBM Prime Coat (Sqm) Tack Coat (Sqm) DBM Tack Coat (Sqm) BC Qty (Cum) Remarks Sch _B /Maint. IE Observation

2 637+710 637+720 RHS 10 3.5 0.05 35.0 35.00 1.750 SRD Sch _B 3.5 Mtr width Balance

5 676+805 676+820 LHS 15 3.5 0.05 52.5 52.50 2.625 SRD Sch _B 3.5 Mtr width Balance

6 676+820 676+836 LHS 16 3.5 0.05 56.0 56.00 2.800 SRD Sch _B 3.5 Mtr width Balance

Current Status of Initial Improvement works as per Schedule B (As on 08.11.2025)

Junction improvement Work

Sr.no. Description Km. Side Status of IE's Joint site visit Quantity Observation 450

Sch-B Maintenance Excavation Emb SG GSB Prime Coat WMM Tack Coat DBM BC

1 Junction improvement 647+040 LHS Balance at site (ROW issue) 1 IE/Balance work as per site condition All Layer Bal. 450 225 225 90 450 112.5 450 22.5 18

2 Junction improvement 652+800 LHS Balance at site 1 IE/Balance work as per site condition DBM & BC 450 22.5 18

3 Junction improvement 652+800 RHS Balance at site 1 IE/Balance work as per site condition DBM & BC 450 22.5 18

Measurment Sheet

Road Side Drain Diamension Schedule Quantity

S.No. Chainage Side Length Quantity Remark Observation Wall Height Wall Thick Raft Thick Raft Width Slab Thick Slab Width Excavation Levelling Course (M-15) Foundation (M-25) Wall (M-25) Slab (M-25) HYSD Steel Weep Hole Back filling

From To Sch-B Maintenance

Section-1 (601+000 to 646+000) Mtr Mtr Mtr Mtr Mtr Mtr Cum Cum Cum Cum Cum MT Nos. Cum

1 637+687 637+720 RHS 33 33 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 54.86 5.78 7.67 3.96 5.12 0.84 33.00 19.80

2 637+772 637+781 RHS 9 9 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 14.96 1.58 2.09 1.08 1.40 0.23 9.00 5.40

3 637+827 637+834 RHS 7 7 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 11.64 1.23 1.63 0.84 1.09 0.18 7.00 4.20

4 637+917 637+928 LHS 11 11 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 18.29 1.93 2.56 1.32 1.71 0.28 11.00 6.60

Total (A) 60 60 0

Section-2 (646+000 to 677+000)

1 647+230 647+290 LHS 60 60 Balance Due to Utility Shifting Balance work as per site condition 0.96 0.10 0.15 1.55 0.10 1.55 137.59 10.50 13.95 11.52 9.30 1.74 60.00 57.62

2 647+350 647+354 LHS 4 4 Balance Due to Utility Shifting Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 6.65 0.70 0.93 0.48 0.62 0.10 4.00 2.40

3 647+580 647+584 LHS 4 4 Balance Due to Utility Shifting Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 6.65 0.70 0.93 0.48 0.62 0.10 4.00 2.40

4 676+484 676+531 RHS 47 47 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 78.14 8.23 10.93 5.64 7.29 1.19 47.00 28.20

5 676+645 676+685 LHS 40 40 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 66.50 7.00 9.30 4.80 6.20 1.01 40.00 24.00

6 676+812 676+823 LHS 11 11 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 18.29 1.93 2.56 1.32 1.71 0.28 11.00 6.60

7 676+957 677+000 LHS 43 43 Utility Shifting completed Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 71.49 7.53 10.00 5.16 6.67 1.09 43.00 25.80

12 676+685 676+812 LHS 127 127 Partially Balance due to Height clearannce electrical utility IE/Balance work as per site condition 0.60 0.10 0.15 1.55 0.10 1.55 211.14 22.23 29.53 15.24 19.68 3.22 127.00 76.20

Total (B) 372 372 0

Current Status of Initial Improvement works as per Schedule B (As on 08.11.2025)

Rain water Harvesting

Sr.no. Description Km. Side Quantity in (Nos) Remarks/Observation

1 Rain water Harvesting 671+100 RHS 1 IE/Balance work as per site condition