NIT NO: 524/TC/2026-27

Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area)

2.4 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 all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in B Cement Concrete Grade M-15 & M-20

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.

Construction of Embankment with Material Deposited fromRoadwayCutting (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)

Granular Sub-base as per Table:- 400-1Construction 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 A Plant mix method (with Mechanically crushed stone only) Grading iii 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 sub- base / 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) (i) 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 (ii) Granular surfaces treated with primes @ 0.30 kg / Sqm

5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) B With mechanical paver finishe for Grading-II(19 mm nominal maximum size, bitumen content (3.40%)

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II With mechanical paver finisher (ii) Type B ( 13.2 mm to 0.09 mm size aggregates )

6.7 Providing and Laying Un-reinforced cement concrete . Without Dowel bars including formwork and expansion contraction & longitudinl joints as per design and as per ICR - 62 2014 , over a prepared base a per approved mix design and finishing to lines and grad as per Drawing for Pavement thickness less then 200mm in Low Volume Road PCC Grade M30 with minimum Cement Content @ 375 Kg / Cum (iv) P,C,C, M-30

Providing and laying of a reinforced cement concrete pipe duct 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, 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:98-2011 and approved drawings. (i) Single row for one utility service

Road Marking with Hot Applied Thermoplastic Compound withReflectorizing 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.)

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) (ii) Ordinary Kilometer stone (Precast)

(iii) Hectometer stone (Precast)

Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 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, 60 cm below ground level as per approved drawing). For ODR & Village Road (ii) 60 cm equilateral triangle

(iv) 80 cm x 60 cm rectangular

(v) 60 cm x 50 cm rectangular

Direction & Place Identification signs with size more than 0.90 sqm size board. ( Providind & erecting direction and place identification retro - reflectorized sign as per IRC - 67-2012 made of retro - reflective type sheeting , and vide clause retro - reflective type sheeting and vide clause 2013 , fixed over aluminium sheeting , 2mm thick with area exceeding 0.90 sqm and fixed on a midl steel angle iron posts of siz 40x40x5mm supported on 2 Nos mild steel angle iron posts of size 75x75x6mm fimly fixed to the ground with M 15 grade cement concrete 45x45x60cm , 60cm below ground level as per approved drawing) made of class - A High intensity Micro Prismatic Grade Sheeting of Type I ( For ODR & Village Road )

Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS :2062 Painted with one cast of ZincChromate Stoving Primer and two coats of Black StoveEnamel(Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted withsynthetic enameled paint blockincluding bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.

Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 800.1.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each

Excavation for structures earth work in bulk excavation of foundation of structure as per drawing & technical specification, including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.including dewatering etc complete I Ordinary Soil (i) Upto 3 m depth

2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) Using concrete mixer (i) PCC Grade M15

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) Using concrete mixer (v) RCC Grade M20

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.A Using concrete mixer (ii) PCC Grade M20

A Using concrete mixer (A) (vi) RCC Grade M25

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).A Height upto 5m (i) R.C.C. Grade M-20 A Height upto 5m (a) Using concrete Mixer (ii) P.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 (Newly laid concrete shall be covered by gunny bags).D Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20

Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). B RCC Grade M30 I For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications

Filler joint A Providing & fixing 2 mm thick corrugated copper plate ( 12 m long x 25 cm wide ) in expansion joint complete as per drawing & Technical Specification.

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

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&Hspecifications 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

4.1 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 A Plant mix method (with Mechanically crushed stone only) (ii) Grading-IV Material

2.24 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 Plain /Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).D Height upto 5m (a) Using concrete Mixer (ii) R.C.C. Grade M-25

3.7 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.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). A RCC Grade M25 I For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.

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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200

Excavation for Structures (Earth work in excavation of foundationof structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom andbackfilling with approved material.) Ordinary soil Up to 3 m depth

Plain cement concrete complete as per drawing and TechnicalSpecifications PCC Grade M 15

Providing and laying Filter material underneath pitching inslopes complete as per drawing and Technical specificationincluding trimming of slopes to proper profile and preparation ofbed and as per clause 2504.

Excavation for Structures (Earth work in excavation of foundationof structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom andbackfilling with approved material.)

Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) D 1000 mm dia

Construction of RCC Drain/Cover/Chamber Excavation for drain (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.)

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

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

UOM Name

Percentage

Per mile

Print

Per Diem Rate

MAN DAYS

PRINT

Siemens Per meter