Request for Proposal (“RFP”) issued by NHIT Western Projects Private Limited (NWPPL) for Engagement of Agency/Firm for Repair & Renovation Works at Raksha Toll Plaza of Four-lane of Shivpuri – Jhansi Road section of NH-27 with the project length of 75.30 kms in the state of Madhya Pradesh and Uttar Pradesh.

Dismantling of Bullnose Prestressed / Reinforced cement concrete grade M-25 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, 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 up to 1000 meters.

Construction of Bull Nose (M-40) Providing and laying Reinforced Cement Concrete of grade M-40 in Bullnose , including formwork, centering, placement of reinforcement (where applicable), mixing, laying, compaction using vibrators, finishing, and curing, complete in accordance with the approved drawings and Technical Specifications. The work shall be executed as per MoRTH provisions for concrete works, ensuring proper surface preparation, alignment, levels, and quality control throughout construction.

Reinforcement Steel: All charges for providing, cutting, bending, transporting, and tying reinforcement steel of designation TMT FE 500 as per IS 1786 for construction work. The vendor shall supply all necessary steel and 18 gauge black annealed binding wire. Reinforcement steel bars are to be cut, bent, and tied per approved bar bending schedules and structural drawings, ensuring precise dimensions and placements. Steel bars shall be securely tied at all intersections using 18-gauge black annealed binding wire to maintain stability during concrete placement. Laps shall conform to MoRTH specifications and as directed in drawings, with no separate payment for laps or overlaps as per MoRTH Clause 1600. Proper clear cover shall be maintained with spacers and chairs as per drawings and CPWD standards. Steel will be measured by weight in kilograms, excluding binding wire and without allowances for overlaps or wastage. The scope of work includes supply, handling, and on-site quality assurance for positioning, alignment, and compliance with specifications and as directed by EIC. Safety measures and quality checks shall be implemented during all stages, ensuring high-standard reinforcement for structural integrity. Reinforcement bars from the approved make shall only be used.

Painting Two Coats on New Concrete Surfaces (Bull Nose) Providing and applying two coats enamel paint (First Quality of Asian/Berger/Nerolac) ( Bull Nose) This item includes the preparation and application of 1 coat primer and 2 coats of synthetic enamel paint in the approved shade to the Concrete 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

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

Plasster for Kerb reparing-Providing cement plaster 15 mm thick in Single coats in cement mortar 1:4 to concrete, brick surface, in all positions including scaffolding and curing etc. complete

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

Excavation of Soil: 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)

Chequered precast cement concrete tiles -Providing and fixing Chequered precast cement concrete tiles 22 mm thick of approved make, colours, shades and size (300 x 300 MM) on floor over 20 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing with matching pigment complete.

Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete.

Supply and Fixing MS Chamber Cover with frame for cable (Size 1mx1m)-Supplying, fabricating, and fixing MS chamber cover with frame made out of approved quality mild steel plate, angle/frame section of required size and thickness, including cutting, welding, grinding, proper alignment, anchoring in position, applying one coat of red oxide primer and two coats of synthetic enamel paint, complete with all fixtures, fasteners, lifting hooks/handles, locking arrangement if required, and all labour, tools, plants, transportation, loading/unloading, etc., complete in all respects as per approved drawing and direction of Engineer-In-Charge.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of Chief Engineer will be required.

Painting Two Coats on New Concrete Surfaces Providing and applying two coats enamel paint (First Quality of Asian/Berger/Nerolac) on concrete surface (This item includes the preparation and application of 1 coat primer and 2 coats of synthetic enamel paint in the approved shade to the concrete 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

Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling Serviceable material at designated locations and disposal of unserviceable materials up to a lead of 1000 meters,

Cement Concrete Pavement (M-40) Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, 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 electronic sensor 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC-15-2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification.

Dowel Bar & Tie bar- All charges for providing, cutting, bending, transporting, and tying of Dowel bar & Tie Bar steel of designation FE 500 as per IS 1786 for Rigid Pavement construction work. The vendor shall supply all necessary steel and Dowel Bar Caps. Dowel bars are to be cut & fix as per approved drawings, ensuring precise dimensions and placements. Dowel bars & Tie Bar shall be securely fix with provided chair as per Morth Specification. No separate payment for chair to be considered. Steel will be measured by weight in kilograms, excluding chair & binding wire and without allowances for overlaps or wastage. The scope of work includes supply, handling, and on-site quality assurance for positioning, alignment, and compliance with specifications and as directed by EIC. Safety measures and quality checks shall be implemented during all stages, ensuring high-standard reinforcement for structural integrity. Reinforcement bars from the approved make shall only be used.

Excavation in Soil by Manual Means Excavation for roadway in soil including loading and unloading in/from truck for carrying of suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead up to 1000 meters as per clauses of section-300.

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer 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 finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect

Reinforcemnet Cement Concrete M-25 Grade All charges for supply & placing of Reinforcement Cement Concrete (M-25 grade) in open foundations 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 RCC. The thickness of RCC 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, Shuttering , machinery, batching, transporting, placing, compacting, curing, sampling, testing, and incidental works. 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.

Reinforcement Steel: All charges for providing, cutting, bending, transporting, and tying reinforcement steel of designation TMT FE 500 as per IS 1786 for construction work. The vendor shall supply all necessary steel and 18 gauge black annealed binding wire. Reinforcement steel bars are to be cut, bent, and tied per approved bar bending schedules and structural drawings, ensuring precise dimensions and placements. Steel bars shall be securely tied at all intersections using 18-gauge black annealed binding wire to maintain stability during concrete placement. Laps shall conform to MoRTH specifications and as directed in drawings, with no separate payment for laps or overlaps as per MoRTH Clause 1600. Proper clear cover shall be maintained with spacers and chairs as per drawings and CPWD standards. Steel will be measured by weight in kilograms, excluding binding wire and without allowances for overlaps or wastage. The scope of work includes supply, handling, and on-site quality assurance for positioning, alignment, and compliance with specifications and as directed by EIC. Safety measures and quality checks shall be implemented during all stages, ensuring high-standard reinforcement for structural integrity. Reinforcement bars from the approved make shall only be used.

Casting of Lined Drain Size(0.8 x 0.8) With Cover Slab-Reinforcemnet Cement Concrete M-25 Grade Providing, laying, casting and finishing RCC lined drain of size 0.80 m × 0.80 m using M-25 grade reinforced cement concrete, including drain side walls, base raft slab and top cover slab, complete with cutting, bending, binding and placing of TMT steel reinforcement, centering, shuttering, vibration, curing, finishing, all materials, labour, machinery, tools & tackles, transportation, and all incidental works as per approved drawing and direction of Engineer-in-Charge.

Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks (75mm Thick- Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the 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 including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. (ii) 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.

Door and Window-This item includes the supply, fabrication, and installation of Heavy duty aluminum (100mmx 50mmx 3mm) aluminum doors, windows, and ventilators, comprising frames and shutters, as per the approved architectural and engineering drawings. Aluminum sections shall conform to IS 733 and IS 1285, made from grade 6063 T5, and black powder-coated to a minimum thickness of 50 microns. EPDM rubber/neoprene gaskets and silicon sealants, as per IS 15477, shall be used for sealing and water resistance at all junctions. 6mm thick float glass panelling shall be used for panneling work. The make for aluminum sections shall be or equivalent to Jindal or Hindalco standard sections. In case the material is procured from a manufacturer other than Jindal or Hindalco, approval shall be sought from the Engineer-in-Charge, and any material benefit should be passed on to the client. Frames and shutters shall be fixed using dash fasteners and stainless steel screws. Accessories like cleat angles, aluminum beading, heavy-duty 5" hinges (3 numbers), tower bolts, door locks, door handles, glass Panel are included in the rate.This item also covers the replacement of damaged aluminum doors, windows, and ventilators, with no extra payment for dismantling or stacking materials within the premises. All work complete in all respect. Fabrication shall begin only after approval of shop drawings by the Engineer-in-Charge. Measurement and Payment will be based on Sqm Basis

Panelled UPVC door shutter 24 mm thick -Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of a UPVC hollow 'H' section, section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtres complete, including cutting and making good the walls and floors wherever required:

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required

Table top Wash Basin-Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:

Providing and Fixing of Jet Spray Gun-Providing and fixing of health faucet (jet spray gun) of approved make and quality, comprising ABS/CP body with flexible hose pipe (minimum 1.0 m length), wall hook/holder, and necessary fittings. The work includes connection to the existing water supply line, cutting and making good of walls if required, testing for leakage, and complete installation as per direction of Engineer-in-Charge.

Providing and Fixing of Pillar Cock Long Body-Providing and fixing of pillar cock (long body) of approved make and quality, made of brass with chrome plated finish, complete with all necessary fittings, washers, nuts, and connections. The work includes connecting to the existing water supply line, testing for leakage, and making good any damages to walls or surfaces, complete as per direction of Engineer-in-Charge.

Providing and Fixing of B/c BB Cock Long Body-Providing and fixing of brass chromium plated bib cock (long body) of approved make and quality, complete with all necessary fittings, washers, nuts, and accessories. The work includes connection to the existing water supply line, testing for leakage, and making good any damages to walls or surfaces, complete in all respects as per direction of Engineer-in-Charge.

Providing and Fixing of Angle Cock-Providing and fixing of angle cock of approved make and quality, made of brass with chromium plated finish, complete with all necessary fittings, washers, nuts, wall flange, and accessories. The work includes connection to the existing water supply line, testing for leakage, and making good any damages to walls or surfaces, complete in all respects as per direction of Engineer-in-Charge.

Providing and Fixing of Two way bib Cock-Providing and fixing of two-way bib cock of approved make and quality, complete with necessary fittings such as wall flanges, nipples, washers, and sealing materials, including cutting and making good the wall, testing, and commissioning, as per specifications and direction of Engineer-in-Charge.

Providing and Fixing of Towel rod-Providing and fixing of towel rod of approved make and quality, made of stainless steel (SS 304 grade) or as specified, complete with necessary brackets, screws, rawl plugs, and fittings. The work includes drilling of walls, fixing in true line and level, and making good the damaged surface. The item shall be complete in all respects as directed by the Engineer-in-charge.

Soap draining tray twoway-Providing and fixing of two-way soap draining tray (soap dish) of approved make and quality, made of stainless steel (SS 304 grade) / chrome plated brass / high-quality plastic as specified, with provision for water drainage. The tray shall be fixed on wall with necessary brackets, screws, rawl plugs, and fittings. The work includes drilling, fixing in proper position, alignment, and making good the damaged surface. Complete in all respects as directed by the Engineer-in-charge.

Providing and Fixing of Basin Mirror-Providing and fixing of basin mirror of approved make and quality, made of superior quality glass of 5 mm thickness or as specified, with polished edges. The mirror shall be fixed over wash basin area using suitable screws, rawl plugs, clamps, or adhesive as required. The work includes proper alignment, fixing in true line and level, and making good the damaged portion of wall. Complete in all respects as directed by the Engineer-in-charge.

Excavation in Soil by Manual Means Excavation for roadway in soil including loading and unloading in/from truck for carrying of suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead up to 1000 meters as per clauses of section-300.

Plain Cement Concrete M-15 Grade All charges for supply & placing of Plain Cement Concrete (M-15 grade) in open foundations 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, Shuttering , machinery, batching, transporting, placing, compacting, curing, sampling, testing, and incidental works. 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.

Reinforcemnet Cement Concrete M-25 Grade for Boundary Wall All charges for supply & placing of Reinforcement Cement Concrete (M-25 grade) in open foundations 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 RCC. The thickness of RCC 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, Shuttering , machinery, batching, transporting, placing, compacting, curing, sampling, testing, and incidental works. 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.

1st Class Brick Masonry Work in Cement Mortar 1:6 This item includes the construction of brick masonry using 1st class burnt clay bricks, laid in cement mortar of mix ratio 1:3 (Cement: Sand), for foundations, walls, piers, columns, and other structures as per the approved drawings and technical specifications, from ground level till plinth and in superstructure above plinth level up to floor five level. The work includes thoroughly soaking the bricks in water for a minimum period of one hour prior to laying them to ensure proper bonding and to achieve maximum strength. The work shall also involve the protection of the green structure from rain during curing by suitable coverings. Curing of the masonry shall be done for a minimum period of 7 days as per standard practices to ensure the proper hydration and strength development of the mortar and masonry. The work excludes the cost of pointing, plastering, or any additional finish unless specified otherwise. The work shall be executed in accordance with the relevant CPWD and IS specifications. The final price includes the cost of procurement of 1st class bricks, cement, sand, and other necessary materials, including royalty charges, transportation to site, soaking of bricks, labor, machinery, curing, and all overheads and profit. The cost does not include pointing, plastering, or any decorative finishes unless specified separately. Safety measures and quality checks shall be implemented during all stages. Relevant Standards: CPWD Specification No. 6.4 (Brick Masonry Work) MoRTH Clause 1300 (Brick Masonry Work)

Plaster (15 mm Thick in Two Layers) The work includes 20 mm thick external plaster in two layers as per CPWD Clause 13. cement mortar 1:4 (1 cement: 4 fine sand) applied.The work includes raking joints, cleaning, surface preparation, uniform application of both layers, curing as specified, and ensuring a smooth finish. The cost includes all materials (cement, sand, water), labor, curing, scaffolding, and quality checks. Measurement shall be in Sqm of finished plastered area. The work shall conform to IS 1661:1980 and CPWD specifications. Rate is applicable from plinth level to floor five level.

Painting on concrete surface Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.

Reinforcement Steel: All charges for providing, cutting, bending, transporting, and tying reinforcement steel of designation TMT FE 500 as per IS 1786 for construction work. The vendor shall supply all necessary steel and 18 gauge black annealed binding wire. Reinforcement steel bars are to be cut, bent, and tied per approved bar bending schedules and structural drawings, ensuring precise dimensions and placements. Steel bars shall be securely tied at all intersections using 18-gauge black annealed binding wire to maintain stability during concrete placement. Laps shall conform to MoRTH specifications and as directed in drawings, with no separate payment for laps or overlaps as per MoRTH Clause 1600. Proper clear cover shall be maintained with spacers and chairs as per drawings and CPWD standards. Steel will be measured by weight in kilograms, excluding binding wire and without allowances for overlaps or wastage. The scope of work includes supply, handling, and on-site quality assurance for positioning, alignment, and compliance with specifications and as directed by EIC. Safety measures and quality checks shall be implemented during all stages, ensuring high-standard reinforcement for structural integrity. Reinforcement bars from the approved make shall only be used.

G.I Barbed Wire Fencing 1.2 metre high Providing and fixing 1.2 metres high GI barbed wire (weighing 9.38 kg per 100 mts.) fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 808.

Description of Items

Length (M)

Dismantling of Bullnose

Casting of Bull Nose

Reinforcement for Bull Nose (60Kg/Cum)

Painting of Bullnose (01 Coat Putty and 2 Coat Oil Paint)

Casting of Damage Kerb M-25

Plasting of Kerb

Repainting of Kerb (01 Coat primer and 2 Coat Oil Paint)

Dismantling of Toll Island

Supply and Fixing of Cement Tile (Size 300MM X 300 MM) for Island

Supply and Fixing of Ceramic floor tiles for Booth

Supply and Fixing MS Chamber Cover with frame for cable

Repainting of Toll Booth (01 Coat Putty and 2 Coat Water base Paint)

Dismantling of PQC Panel

Casting of PQC Panel-M-40

Dismantling of Bike Lane

DLC of Bike Lane

Casting of Bike Lane M-25 RCC Concrete

Casting of Drain M-25

Paver Block 75 MM

Toll Plaza Booth PVC Door

Toll Plaza Booth PVC Window

Measurement for Construction of Toll Plaza Compound Wall (Length: 290 Mtr, RCC Column 3 Mtr C/C)

Excavation

RCC Concrete M25

Brick Work

Plaster Work

Painting Work

Reinforcement Work

G.I Barbed Wire Fencing

Floor

Granite stone

Ramp Cement Tile

Sanitary Items

Items

Wall Thickness 0.1 Mtr

Components

Plinth beam Strips

Brick wall above Strips