NIT NO: 613/TC/2026-27

Clearing and 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 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. (A) In area of light jungle

Excavation in ordinary rock by (Mechanical means using Hydrulic Excavator) Excavation in ordinary rock using hydrulic excavator including loading in a tippetr and carrying of excavated material to embankment site with in all lifts and leads as per relevant clauses of section 300. km 900-1650 (ghat cutting) hill side

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

Drainage layer of Granular Sub-base for RIGID PAVEMENT Construction of granular sub-base by providing graded Material, , carriage of mixed in plant confirming to required grading mentiomed in Appendix-VI and Clause 5.7.3.9 of IRC: 58-2015 ,carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) A) For sub base as per AASTHTO:93 Grading 6 of Table VI-I

Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (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 26.5 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 as per clause 601.)

Providing and laying Un-reinforced Cement Concrete without dowel bars including form work and expansion, contraction & longitudinal joints as per design ang as per IRC-62, over a prepared base as per approved mix design and finising to lines and grade as per drawing for pavement thickness less than 200mm in low volume roads. (A) With cement concrete grade M-30 and minimum cement concrete @ 375kg/cum

Construction of RCC open drain Construction of RCC open drain with width 0.60m or 0.45m (inside dimention) and average depth from inlet to outlet .06m or 0.45m m (maimtaining slope as per site condition) with 120 mm thick RCC M-25 walls. 120mm thick RCC M-25 walls, 1230mm thick RCC M25 bottom slab , over 100mm thick Av. levelling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. ( i) 0.60m width x 0.60m average depth

Providing and laying Pre cast RCC slab over Rcc drain required pre cast RCC slab over RCC drain of required size made of GRADE RCC M-25 with 50mm dia perforation @ 600mm c/c in two rows in zig zag pattern as per structural drawing including transportation of pre cast segment to work site and placing over drain instructed by Engineer in charge. (i)Slab with reinforcement 10 mm dia at 150m c/c both ways (for drain) (B) 840mm wide and 150mm thick ( for drain 600x600mmm

Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation

Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in i) 5th kilometer stone (precast)Ordinary Kilometer stone (Precast

Hectometer stone (Precast)

Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67- 2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post'below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022.(Note: The details of manufacturer, type of sheeting,month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) (I) With Aluminium Sheeting (C) Made of Class-A high intensity Micro Prismatic Grade Sheeting of Type I confirming to tbleb 6.3 ofIRC:67-2022 (for ODR and Village roads) (a) With Aluminium Sheeting of 2 mm thickness (ii)800 mm x 600 mm rectangular

With Aluminium Sheeting of 1.5 mm thickness (i) 600 mm equilateral triangle

600 mm circular

600 mm x 500 mm rectangular

Direction and Place Identification signs upto 0.9 sqm size board as per clause 8.1. Providing and erecting direction and place identification retro-reflectorized sign Digitally printed over refiectroized sheeting of required grade confirming to AQSTM D 4956 Including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRG 67-2022 made of rectro-reflective type sheeting fixed over aluminium sheeting / aluminium composit material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40*40*5mm and mild steel angle iron post 75mm*75mm*6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm*45cm*60cm,60 cm below gouund level as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coatsof epoxy paints or powder coating and the part of post below groung shall be painted with 3 coats of redoxide paints as per clause 7.2 of IRC:67-2022 (Note: The details of manufacturer, type of sheeting,month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) (I) With Aluminium Sheeting 2mm thick (C) Made of Class-A high intensity Micro Prismatic Grade Sheeting of Type I confirming to tbleb 6.3 ofIRC:67-2022 (for ODR and Village roads)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

Surface Drains in Ordinary Rock (Construction of unlinedSurface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 & 309.Excavated material to be used in embankment at site.)

Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe on first class bedding. (LayingReinforced cement concrete pipe NP3 /prestressedconcrete pipe for culverts on first class bedding of granular materia l including fixin collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in head walls and parapets). (B) 600mm dia

Excavation for Structures 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 and backfilling with approved material )as per section 304. (I) Ordinary soil (i) Upto 3 m depth

Ordinary rock (not requiring blasting) Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700, &2100. (A) Using batch type concrete mixer with integrated weigher (i) PCC Grade M15

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment and cement Grouting with C.M. 1:4 in pitching og gap between stone / block complete as per drawing and Technical specifications as per section 2504. B Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15

Providing weep holes in Brick masonry/ 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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.