NIT NO: 646/TC/2026-27

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads & lifts and filling in depression/pit with suitable soil including compaction in layers at OMC as directed by Engineer-in-charge and as per relevant clauses of section-200 for :- Girth from 300 mm to 600 mm

Girth beyond 600 mm to 900 mm

Girth beyond 900 mm to 1800 mm

Girth above 1800 mm

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 including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle

Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses

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 leads & lifts as per relevant clauses of section 300.

Construction of Embankment/sub-grade with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub-grade (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.

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading- III Material

For Lower Sub-base with Grading-V Material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

Prime coat Providing and applying primer coat with bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per clause 502. on WBM/WMM surface @0.85 kg/sqm.

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. Granular surface treated with primes @ 0.30 kg / Sqm

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. With sensor paver finisher for Grading I (37.5 mm nominal size, bitumen content 4.0%)

Add extra to the Rate of Dense Bituminous Macadam with bitumen, if bitumen grade VG-40 is used instead of bitumen grade VG-30 in the items above.

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) With Sensor paver for Grading II (13.2 mm nominal size aggregate) with bitumen 6.0 %

Add extra to the Rate of Dense Bituminous Macadam with bitumen, if bitumen grade VG-40 is used instead of bitumen grade VG-30 in the items above.

Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 80mm thick precast interlocking concrete block of C.C. M-40 grade on Area of Light Traffic/ residential streets 80mm thick Polymer coated coloured precast interlock concrete blocks

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 backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil Up to 3 m depth

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia complying to IS:458, across the road (new construction), extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings. NP-3 Pipe Single row for one utility service 300 mm dia

Granular Shoulders (Construction of granular shoulder as per clause 408 at top 150mm of earthen shoulder shall be well graded mix of at least 30% of granular sub-base material of grading-III as per clause 401 and moorum/gravel or soil and combination having soaked CBR value of not less than 30%. The granular layer shall be compacted to at least 98% of mix dry density of material as determined as per IS:2720 (Part-B))

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

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) 5TH Kilometer Stone (Precast)

Ordinary Kilometer Stone (Precast)

Hectometer stone (precast)

Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 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.

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.

Direction and Place Identification signs with size more than 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign digitally printed over reflectrorized sheeting of required grade confirming toASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum 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 x 40 x 5mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 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.) Made of Class-B High Intensity Micro Prismatic Grade Sheeting of Type IV confirming to Table 6.6 of IRC:67-2022 (for MDR)

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 Ml5 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.) With Aluminium Sheeting Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways and State Highways) With Aluminium Sheeting of 2 mm thickness 900 mm equilateral triangle

800 mm x 600 mm rectangular

900 mm high octagon

With Alumimum sheeting of 1.5 mm thickness Chevron Board

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 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.

Providing and fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro-prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of OoC to 70oC. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.at every Village as per IRC 35-2015 page No. 31 para No. 5.6

Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30X30X30 cm Including transportation etc. Complete Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR, ODR & Village Roads)

Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup of 48 hours fitted on 100 mm dia MS pipe - 3.5 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 90cm, below ground level.

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.

Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized 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 per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, ......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.)Made of Class B high intensity miccro prismatic grade sheeting of type IV (For MDR)

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)

Excavation for Structures (F.arth 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. Ordinary soil Upto 3 m depth

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )

The cost of shoring and shuttering, where needed, be added @ 1percent on cost of excavation for open foundation.

Hard Rock (Blasting Probhited) The cost of shoring and shuttering, where needed, be added @ 10percent on cost of excavation for open foundation.

R.C.C Grade M-20

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Up to Hight 5 m Using batch type concrete mixer with integrated weigher. RCC Grade M 20

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Up to Hight 5 m Using batch type concrete mixer with integrated weigher. RCC Grade M 30

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Up to Hight 5 m Using batch type concrete mixer with integrated weigher. RCC Grade M 15

Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 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 I) Granular material

Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per section 304.In BC Soil.As per IRC-SP-13 :2022 (Fig 22.1)

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M-15

Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408.

Construction of RCC Drain/Cover/Chamber 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. R.C.C grade M 20

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

Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63.80mm thick precast interlocking concrete block of C.C. M-40 grade on Area of Light Traffic/ residential streets80mm thick Plain precast interlock concrete block

Construction of RCC open drain 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. 1.0 m width x 1.0 m average depth

Providing and laying Reinforced Cement Concrete pipe NP4 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 and bedding as per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1000 mm dia

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

PCC Grade M30

RCC Grade M 25

Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200

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 IV :20H towards drawing foce. Complete as per drawing & Technical specifications section 2706 & 2200

Providing and fixing in position tar paper bearing for slab as per approved drawings and specification

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 RCC Grade M25 For Solid Slab Super Structure Using batch type concrete mixer with integrated weigher. Height upto 5m

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 RCC Grade M35 For Solid Slab Super Structure Using batch type concrete mixer with integrated weigher. Height upto 5m

Supplying, fitting and placing HSD bar reinforcement in super-structure complete as per drawing and technical specifications as per section 1600

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700

Crash Barriers for Bridge Provision of an M-40 grade Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing, technical specifications and at locations directed by the Engineer, all as specified. Crash Barriers for Bridge (Height 900 mm) as per details given IRC -5 (tig.-l) (Arca-0.254 Sqm. for 1 meter length)

Painting on concrete surfaces with black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.

Painting on bridge over concrete surface with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications i/c priming coat with epoxy primer, preparation of surface, etc. complete.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503

Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.

Fillar Joint Providing and filling joint sealing compound (12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight

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 Lime / Cement Concrete Cement Concrete Grade M-15 & M-20

Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. A Up to 1000 mm Dia

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.60 meter square, 2.00 meter high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm at 100mm centre to centre and steel wire 3 mm dia. welded and fabricated as per design in two halves bolted together, fixed in ground with P.C.C M-10 of dimensions 150x150x200mm.)

Surface dressing of the ground including removing vegetation and making including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils.

In ordinary rocks.

Extra for every additional lift of 1.5 m or part thereof. All types of soils

Ordinary or hard rocks

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level nominal size). 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level nominal size). 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, etc. complete as per drawings including cost of binding wire. All complete: Thermo-Mechanically treated bars FE 415

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes

Arches, domes and likes, exceeding 6 M. span

Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured):

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand)

Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

12mm thick cement plaster of mix: In cement mortar 1:5 (1 cement : 5 fine sand)

15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:3 (1 cement : 6 fine sand)

Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:On new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm

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