Construction and Up- gradation to Two lane with paved shoulder In km 98.160 to 105.330 Total Length 7.170 km Kutul to Nilangur Maharashtra Border Road of NH-130D PKG-4 (PART-2) in the State of Chhattisgarh.

Amount

2.03 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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) ii) By Mechanical Meansby by Dozer A) In area of light jungle

3.21 Compacting Original Ground Case-I Compacting original ground supporting embankment (Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.) as per clause 305.3.4.

3.06 Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per relevant clauses.

3.04 Excavation in Ordinary Rock with Dozer with lead upto 1000 metres (Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections as per relevant clauses of section 300)

3.08 Excavation in Hard Rock (blasting prohibited) (Excavation for roadwork in Hard Rock (blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m as per relevant clauses of section 300) A) Mechanised

4.01 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 ) ii) 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 ) ii) for grading- II Material

iii) GSB grading-III Material

vi) GSB grading-VI Material

4.14 Wet Mix Macadam / Interlocking layer laying B 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.

5.01 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

5.02 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

ii) on Granular surfaces treated with primer @ 0.30 kg per sqm

iii) on Cement concrete pavement @ 0.35 kg per sqm

5.04 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) With sensor paver finisher ii) for Grading II (26.5 mm nominal size bitumen content minimum 4.50%)

5.05 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) ii) for Grading-II (13.2 mm nominal size) with bitumen minimum 5.4 %

4.19 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))

8.13 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.)

8.14 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)

ii) Ordinary kilometer stone

iii)Hectometer stone

8.51 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 Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (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 with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.

8.04 Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of retroreflective 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

xv) 90 cm high octagon

x) 80cm x 60cm rectangle

vi) 90 cm circular

xvii) 75 cm x 90 cm rectangular (single chevron with double plate in singe post)

8.06 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC :67 made of retroreflective type sheeting and vide clause 801.3, fixed over aluminium 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)

8.55 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.

8.50 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.

8.22 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 aspacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

3.34 Construction of RCC open drain i) Construction of RCC open drain with minimum size of 1m x 1m inside dimension and size varying as per site requirement lined with 150 mm thick RCC M-20 walls ,150 mm thick RCC, M-20 foundation, 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 L-shaped 10 mm dia vertical bars @ 150 mm c/c ( L= 1400 m ) 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.

ii) Construction of RCC open drain with minimum size of 0.60m x 0.60m inside dimension and varying as per site requirement less than 1m x 1m inside dimension lined with 120 mm thick RCC M-20 walls ,120 mm thick RCC, M-20 foundation, 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 Lshaped 10 mm dia vertical bars @ 150 mm c/c ( L= 800 m ) including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using concrete mixer , compaction by vibration etc complete as per drawings and technical specifications.

iii) Providing and laying 15 cm (Average) thickness hammer dressed dry stone V-shaped road side surface drains as per MoRTHs specifications with all leads and lifts complete. ( Refer to Manual for Hill Roads IRC:SP:48)

2.02 Clearing Grass and Removal of Rubbish (Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area)

9.01 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 A Manual Means i) upto 3 m depth

ii) 3 m to 6 m depth

II) Ordinary rock (not requiring blasting) A) Manual Means i) Depth upto 3 m

9.25 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.

9.14 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC- M15 Case-I With Batching Plant, Transit Mixer and Concrete Pump

Case-II With Batching Plant, Transit Mixer and Manual placing

B PCC Grade M20 Case-II With Batching Plant, Transit Mixer and Manual placing

D) PCC Grade M25 Case-I With Batching Plant, Transit Mixer and Concrete Pump

E) RCC Grade M25 Case-II With Batching Plant, Transit Mixer and Manual placing

9.18 PPCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Case-II With Batching Plant, Transit Mixer and Manual placing

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

9.15 Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. D) RCC Grade M35 With Batching Plant, Transit Mixer and Concrete Pump

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

9.16 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

15.21 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.)

9.21 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

9.17 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

9.20 Drainage Spouts complete as per drawing and Technical specification

9.26 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

9.27 Providing and laying PitchingProviding and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504

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

16.07 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. A) Rubble stone laid in cement mortar 1:3

16.1 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not ess than 40 kg beyond curtain wall.

15.15 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 structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

15.28 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

16.09 Curtain wall complete as per drawing and Technical specification A) Cement concrete Grade M15

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

9.15 Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications B RCC Grade M25 with Batching Plant, Transit Mixer and Concrete Pump

15.06 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

9.12 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 . ) A 1000mm Dia

9.13 Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) B) 1200mm Dia

5.08 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. With sensor paver finisher B) Type B (13.2 mm to 0.09 mm size aggregates)

13.01 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 A) Manual Means i) upto 3 m depth

B) Mechanical Means i) Depth upto 3 m

2.02 Clearing Grass and Removal of Rubbish (Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area)

13.07 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A PCC Grade M15 Case-II With Batching Plant, Transit Mixer and Manual placing

B PCC Grade M20 Case-II With Batching Plant, Transit Mixer and Manual placing

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

Providing weep holes in Brickmasonry/ 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

KANHAIYA LAL AGRAWAL (BID ID -3248559)

HES INFRA PRIVATE LIMITED (BID ID -3247897)

AmarInfrastructure Ltd (BID ID -3248576)

M/s. B. B. VERMA (BID ID -3248575)