NIT NO: 015/TC/2026-27

Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm

Cement concrete Pavement @ 0.35kg/Sqm

Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. B With mechanical paver finisher

Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects. A With sensor paver finisher (ii)for Grading-II (26.5 mm nominal size, bitumen content 4.50%)

Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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) AWith sensor paver finisher (iii)for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Laying Paving Fabric Beneath a Pavement Overlay (Providing and laying paving fabric as per clause 708 with physical requirements as per table: 700-16 over a tack coat of paving grade Bitumen of VG-10, laid at the rate of 1 kg/ sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximize paving fabric contact with pavement surface)

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.

Construction of roller compacted concrete pavement over a prepared sub -base,coarse and fine aggregate conforming to IS:383, and graded as per table 60-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted with vibratory roller of double drum wheel type ( 80-100 km) and finished in a continuous operation including sepration membrance,sealent primer,joint sealent,debounding strip,admixtures as approved, curing compound, finishing to lines and grades as per drawing(as per IRC SP:68-2005) A) With Cement concrete grade M-40 and minimum cement content (a), 400 kg/cum.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 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.

Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/ 10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm, on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

Flexible Median Marker Supply and Fixing of Flexible Median Marker made of tough, high impact resistant, injection-moulded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/bounce back property the marker body shall be neutral black in colour and the retro reflective element shall be fluorescent yellow colour with sheeting confirming to Type-XI as per IRC:67-2022. The reflective area shall not be less than 90 cm2. It shall have a minimum height of 180mm width 120mm and body thickness 6.5mm and Shank length shall not be less than 30mm and dia not less than 20mm. The exposed body structure should be cornered rounded for better aesthetics. It shall bounce back to original position after 750 numbers of hits using pendulum of 1.8 kg conforming to ASTM D 256 and shall have Adhesion between the body and outer casing body of FMM shall withstands Kgf tensile loads conforming to ASTM D 638 method. It shall be fixed by drilling and grouting with the use of epoxy adhesive as directed by Engineer-in-Charge.

Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of Grade-C retro-reflective sheeting of Type-XI fixed on 2 mm aluminum sheeting (Confirming to IS:736-Material Designation 24345 or 1900) as specified in section 801.3 of MORT&H and fixing the same with four Nos. high strength nails confirming to IS: 1367 on trees at site each.

Providing and fixing of Route Marker Sign Board Route Marker Sign digitally printed over of Class-C Micro Prismatic Grade Retro-reflective Sheeting of Type XI including lamination to protect from fading due to wheather effect as per IRC:67-2022 vide clause 801.3, fixed over Aluminum Sheeting/Aluminum Composite Material (ACM) sheeting including application of fluorocarbon coating applied work 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 fixedto the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per relevant clauses of IRC:67-2022) The Route Marker board and Definition board shall be as per clause 22 of IRC:67-2022 and of sizes 600mmx800mm and 300mmx250mm respectively. (I)With Aluminium Sheeting 2mm thick (A)Route Marker Sign Board With Definition Plate

Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per section 304

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M-20

Construction of RCC open drain(i)Construction of RCC open drain with width 1.0m or 0.8 m (inside dimension) and average depth from inlet to outlet 1.0m or 0.8m (maintaing slope as per site conditions) with 150 mm thick RCC M-25 walls, 150 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 10mm dia horizontal bars @150 mm c/c and U-shaped 10 mm dia bars @150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications. i) 1.0 m width x 1.0 m average depth

Construction of RCC Drain/Cover/Chamber (ii)Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.

Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)(i)5th kilometer stone (precast

Ordinary Kilometer stone (Precast)

Hectometer stone (Precast)

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 including all leads and lifts and as per relevant clauses of section-200 in B) Cement Concrete Grade M-15 & M-20

Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet.(A)Including dismembering

Construction of RCC drain/cover slab/chamber(i)Excavation for drain chamber by Mannual means (Earth work in excavation for drain/chamber 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.)

Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications^ For Village roads )(i)P.C.C. M-10

Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

Painting on Concrete Surfaces (A)Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

One coat on old surfaces ( Painting one or two coats after cleaning all dirt & dust, filling the surface with synthetic enamel paint in all shades on old concrete surfaces)

Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

Providing and planting of Bogenbelia dwarf, chandni dwarf, kaner dwarf vr flower bearing plants with O’9” x 0’9” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance.

Providing and planting of dwarf red Ekalyha plants showing mass effect view with 0’9” x 0’9”xl’0” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance.

Providing and planting of plumeria (Champa) 2’0” to 3’0” heighted plants with l’O” x l’0”xl’6” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance.

Providing and planting of Golden durenta multi branches plants for showing mass effect in 0’6” x 0’6” distance with soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance.

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