Up-gradation to two-four lane with paved shoulder configuration of Narayanpur pahadi mandir to Gotajamhari in km 48.600 to 58.100 -9.50 km of NH-130D (part-1)

Amount

Clearing and Grubbing Road Land .(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.) (ii) By Mechanical Means by Dozer (A) In area of light jungle

Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300).

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having effective CBR > 5 ( unless specified otherwise in 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) as per clause 305.

Granular Sub-base with Close Graded Material (Table:- 400-1) (A) Plant Mix Method with Mechanically crushed stone only (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, 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 ) (iii) for grading-III Material

Wet Mix Macadam / Interlocking layer laying using by Grader (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

Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 120 -200 TPH higher capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 & 112 complete in all respects) (A) With sensor paver finisher (ii) for Grading II (26.5 mm nominal size bitumen content minimum 4.50%)

Bituminous Concrete (Providing and laying bituminous concretewith120 -200 TPH higher capacity Batch Type Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 & 112 complete in all respects) (A) With sensor paver finisher (iii) for Grading-II (13.2 mm nominal size) with bitumen minimum 5.4 %

Prime Coat over WMM/WBM (Providing and applying primer coat with bitumen emulsion or cutback bitumen on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per clause 502 & 112) (i) with bitumen emulsion (SS-1, grade confirming to IS:8887) @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 surface cleaned with mechanical broom) as per clause 503 & 112. (i) on Bituminous surfaces @ 0.25 kg per sqm

on Bituminous surfaces @ 0.30 kg per sqm

Granular Shoulders (Construction of granular shoulder 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))

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .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) (i) 5th kilometre stone (precast)

Ordinary kilometer stone

Hectometer stone

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 100 mm x 80 mm, thickness 4mm, of 1.10 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 0.9 meter and 0.20 to 0.30 m below ground. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 45x43x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79.

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of retro- reflective type sheeting and vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 40 x 40 x 5mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67 ) Made of Class-C Micro Prismatic Grade Sheeting of Type-XI (for National Highways and State Highways) (ii) 90 cm equilateral triangle

120 cm high octagon

90 cm circular

60 cm x 45 cm rectangular

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of retro- reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (A) Made of Class-C Micro Prismatic Grade Sheeting of Type-XI (for National Highways and State Highways)

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.

Metal Beam Crash Barrier (A) Type-A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level firmly fixed to the ground by means of foundation with M-15 grade cement concrete 30 x 30 x 110 cm, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)

Repair and Rehabilitation of structures including diversion as per specification and as per instruction given by Engineer in charge complete.

Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with Sodium vapour lamp/LED lamp and fixed firmly in concrete foundation M-15, providing 2 coats of alluminium paint over steel pole etc. complete.) (ii) For fixing in Footpath (single arm and single lamp on single pole)

Length of Triangular Earthen Drain (0.600 m Width) (i) Excavation for Drain Work

Length of Trapezoidal Earthen Drain (1.00 m Width) (ii) Excavation for Drain Work

Double row for two utility service across the road

Supply & fixxing tubular gantry mounted overhead/cantilevers signs. The sign shall be made as per IRC-67-2012 & Technical Specifications Clause 801 & 802 or as directed by the Engineer (a) Overhead Gantry

(b) Cantilever Gauntry

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.) (I) Ordinary soil (B) Mechanical Means (i) Depth upto 3 m

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) PCC Grade M15 (Case - I) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub- structure complete as per drawing and technical specifications (F) RCC Grade M25 (i) Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

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 Specification.

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

Dismantling DismantlingDismantling of Structures (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 1) Wearing Course

3) Superstructure (Stone)

4) Substructure (Stone)

5) Foundation (Stone)

6) PCC below Foundation

1) Wearing Course

3) Cushion

4) Head Wall

2) Kerb Stone 2) Kerb Stone 2) 2) Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantledmaterial with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.) Kerb Stone

Site Clearance Site Clearance Clearing Grass and Removal of Rubbish (Clearing grass and removal of rubbish up to adistance of 50 metres outside the periphery of the area)

Excavation Work Excavation Work 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.) Mechanical Means Manual means up to 3 m depth

Mechanical means up to 3 m depth

Plain/Reinforced cement concrete in openfoundation complete as per drawing and technical specifications

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications RCC Grade M30

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Concrete Pump

Reinforced cement concrete approach slab with RCC grade M-30 including reinforcement and formwork complete as per standard drawing of MoRTH and Technical specification.

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. M-35

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 Specification.

Plain/Reinforced cement concrete in substructurecomplete as per drawing and technical specifications RCC Grade M35 For Retaining wall Behind

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification approach slab

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specificationsS

Plain/Reinforced cement concrete in substructurecomplete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump For Abutment Shaft (Height upto 5m)

RCC Grade M35 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump

For Abutment cap, A1 & A2

For Pier Shaft (Height upto 5m)

For Pier Shaft (Height b/w 5 to 10m)

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump Height above 10m

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

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

WEARING COURSE( 75mm thick)

Crash Barriers (Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the RCC CRASH BARRIER

Curtain wall complete as per drawing and Technicalspecification- PCC Grade M15

W-Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level firmly fixed to the ground by means of foundation with M-15 grade cement concrete 30 x 30 x 110 cm, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure Height upto 5m RCC Grade M25

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and ELASTOMERIC BEARINGS Technical Specifications

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Wearing Course (75 mm thick)

Drainage Spouts complete as per drawing and Technical specification

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

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 Weep holes

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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material

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 clause 2503

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopesto proper profile and preparation of bed and as per clause 2504 Filter Media

Plain/Reinforced Cement Concrete in Open Foundation /sub structure complete as per Drawing and Technical Specifications. Grade M15

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. i) For Down Stream Side (5m Long) ii) For Up Stream Side (3m Long)

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall i) For Down Stream Side (6m Long) ii) For Up Stream Side (3m Long)

Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-1983 and section 2400 of specifications. Upto 1.0 m below bed level At A1,A2 (upto 1m)

Beyond 1.0 m upto 5.0 m depth At A1,A2 (Beyond 1m)

Upto 1.0 m below bed level At P1 (Upto 1m)

At P1Beyond 1.0 m upto 5.0 m depth

Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method with Mechanically crushedstone only(Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, 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 ) for grading- II Material

Wet Mix Macadam / Interlocking layer laying using by Grader (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 over WMM/WBM (Providing and applying primer coat with bitumen emulsion or cutback bitumen on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per clause 502 & 112)

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 surface cleaned with mechanical broom) as per clause 503 & 112. on Granular surfaces treated with primer @ 0.30kg per sqm

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 120 -200 TPH capacity . Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using viscocity grade bitumen VG-40 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 and finishing to required level and grade. ) as per clause 508 & 112. MSS Type B

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) RCC pipe NP-4 1000 Dia.

AmarInfrastructure Ltd

M/s Ratna Khanij Udyog

KANHAIYA LAL AGRAWAL

UTTAM KUMAR JAIN

Shrikishan and Company Pvt. Ltd.

SURFACE ENGINEERING PRIVATE LIMITED

SURESH CHANDRAKAR

PSAA CONSTRUCTIONS PRIVATE LIMITED

JKA ASSOCIATES PVT LTD