Request for Proposal (“RFP”) issued by NHIT Western Projects Private Limited (NWPPL) for Engagement of Agency/Firm for (i) Construction of 2 Nos. New Truck Lay bye and overlay on four lane of Shivpuri-Jhansi Road Section of NH-27 in the state of Madhya Pradesh and Uttar Pradesh and (ii) Construction of a toilet block at Pullur Toll Plaza of four lane of Kothakota bypass-Kurnool Road Section of NH-44 in the state of Andhra Pradesh.

Truck Lay Bay

Clearing & Grubbing : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation upto the depth of Embankment: Excavation in Soil using Hydraulic Excavator and Tippers with disposal. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead)

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.

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.

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.

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

Bituminous Concrete: Providing and laying bituminous concrete 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 clause No. 509 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 @ 5.4% of weight of mix. Bitumen grade shall be VG-40

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.

Tack Coat 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.

Construction of Median and Island- Construction of Median and Island with Soil Taken from Roadway Cutting cum 150.00 Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of structures, spread, graded and compacted as per clause 408 of specification

Cast-in-Situ Cement Concrete M20 Kerb All charges for the construction of a cast-in-situ cement concrete kerb in M20 grade concrete, with a foundation of M15 grade concrete, as per the approved drawings and technical specifications. The kerb shall be constructed with a top width of 115 mm, a bottom width of 250 mm, and a height of 240 mm. The foundation for the kerb shall be of M15 grade concrete, with a thickness of 150 mm, and shall extend 50 mm beyond the kerb for projection. The foundation concrete shall be placed manually, while the kerb shall be laid using a kerb laying machine to ensure uniformity and alignment. The work shall be executed in accordance with MoRTH's Clause 409 and the relevant IS codes, ensuring proper compaction, curing, and quality control. The final price includes the cost of procurement of cement, aggregates, and other materials, including royalty charges. The cost also covers the labor, machinery, equipment, transportation, laying of concrete, use of kerb laying machines, and all overheads and profit. Relevant Standards: MoRTH Clause: 409 (Cement Concrete for Kerbs, Channels, and Edging) IS 456: Code of Practice for Plain and Reinforced Concrete

Kerb Painting Providing and applying two coats enamel paint (First Quality of Asian/Berger/Nerolac) ( Kerb Painting) This item includes the preparation and application of 1 coat primer and 2 coats of synthetic enamel paint in the approved shade to the Kerb surfaces. The work involves thoroughly cleaning the surface to remove all dirt, dust, oil, grease, efflorescence, Soil and other contaminants that could affect paint adhesion. After cleaning 1 coat primer and two coats of synthetic enamel paint, ensuring a durable and uniform finish. The work will be carried out in accordance with MoRTH Clause 803, and the directions of the Engineer-in-Charge. The final price includes the cost of all materials, labour for surface preparation, cleaning, application of paint, transportation of materials to the site, overheads, profit, Safety during the work and any required machinery for application. Relevant Standards: MoRTH Clause 803: Painting and Surface Finishing Work

Road Marking over Bitumen Surface-Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads@ 250gm/sqm. Thickness of 5mm is exclusive of surface applied glass beads as per IRC35:2015. Initial Dry reflectivity RL shall be >250mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100mcd/sqm/lux and Qd of 100mcd/sqm/lux measured at the end of 2years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). The rate shell be including scrafication of exsiting road marking inckuding primer Source of Road Marking Paint: MoRTH Specifications of Asian or Berger only Source of Drop on Glass Beads: Sovitec; Potters only

Direction and Place Identification signs upto 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC: 67:2022 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on 2 nos. of MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for

Direction and Place Identification signs more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on 2 nos. of MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the

PCC for Separator footpath : All charges for supply & placing of Plain Cement Concrete (M-15 grade) in Separator as per approved drawings and technical specifications, conforming to MoRTH Sections 1500, 1700, and 2200. The concrete shall be batched using a batch mix plant, ensuring uniformity and consistent quality. The mix shall use aggregates of size not exceeding 20 mm, with a workable slump suitable for PCC. The thickness of PCC shall be as specified in drawing. Concrete placement shall ensure a free-fall height of less than 1.5 m to prevent segregation, compacted using mechanical vibrators to achieve proper consolidation. The work includes the preparation of the foundation surface, leveling, placing concrete, and finishing exposed surfaces to achieve the required levels and smoothness. Adequate curing, as per approved methods, shall be carried out for at least 7 days to attain the desired strength. Sampling and testing shall follow relevant IS codes, including IS 456 and IS 516, to ensure compliance with quality standards. The rate shall include all costs associated with labor, material, machinery, batching, transporting, placing, compacting, curing, sampling, testing, and incidental works. Shuttering costs, where required, are also deemed included in the rate of PCC. The work shall be executed with due diligence, adhering to environmental and safety measures, and ensuring compliance with the project’s specifications and MoRTH standards.

SOR Item no.

Existing Truck Lay Bay

Dense Bituminous Macadam:

Bituminous Concrete:

Tack Coat

Cast-in-Situ Cement Concrete M20 Kerb

Road Marking over Bitumen Surface

SOR Item no.

Truck Lay Bay

Excavation upto the depth of Embankment:

Construction of Embankment

Construction of Subgrade

Construction of Granular Sub-Base (Grade IV Material)

Construction of Wet Mix Macadam (WMM):

Dense Bituminous Macadam:

Tack Coat

Cast-in-Situ Cement Concrete M20 Kerb

Road Marking over Bitumen Surface-

Direction and Place Identification signs upto 0.9 sqm size board.

Retro- reflectorised Traffic signs

Ch 1330+500 BHS Side

Ch 1350+800 RHS Side

Ch 1356+200 RHS Side