Construction of ROB at EP No.-291/27, 291/28 between Daltonganj to rajhara railway near Bajrha village at Palamau in the state of Jharkhand under Central Road Fund for the year 2022-23. Job No. (CRF-JHR-2022-23-65)

Amount

Bridge (ROB) - E/W in excavation of foundation trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs srhubs, and other loose and deleterious mateials likely to detorirate, adequate provision against erosion, water pollutin and drainage to keep the site free of water stacking the excavated soil clear from the edge of excavation, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT & H specification clause 304 and other relevant clauses and direction of E/I (Excluding cost of dewatering and shoring) (i) Ordinary Soil R.C.D. S.O.R. 12.01 B (i)

Providing and laying of PCC M15 levelling course 100mm thick below pile cap. R.C.D. S.O.R. 12.41 Case i

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M30 R.C.D. S.O.R. 12.400 Case i

Supply, bending and binding HYSD bars in foundation do-do all complete as per specification and direction of E/I R.C.D. S.O.R. 12.42

Bored cast-in-situ M35 grade R.C.C. Pile 1200mm diameter excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. R.C.D. S.O.R. 12.25

Providing steel liner 10 mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per detailed drawing including all taxes and incidental charges etc. all complete specification and MORT&H specificatin claused and other relevant claused and direction of E/I. R.C.D. S.O.R. 12.22

SUBSTRUCTURE Providing RCC/RCC M-30 mechanically mixed concrete in abutment, Pier, wing wall, return wall, curtainwall, toe wall with graded stone aggregate 40 mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shell sand other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machiner, depreciation, major/ minor repair, POL and other lubricants, pay ofmachinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specifiaction and MORT&H specification claused and other relevant clauses and direction of E/I (excluding cost of reinforcement and it's cutting, bending, binding etc.). R.C.C. M - 30. R.C.D. S.O.R. 13.05 G (q)

Providing HYSD bars in all types of RCC works in Substructure including cutting to sizes, bending, binding, placing in postion on cement cubeswith cost of all materials, labour, tools and plants, all taxes, handling materials at siteand incidential charges, all complete job as per design/drawing and technical specification and MORT&H specificatins claused and other relevant claused and direction of E/I. (a) In Subrstructure R.C.D. S.O.R. 13.06

Providing PCC/RCC mechanically mixed concrete in deck slab, girder, bed block, and foot path, with graded stone aggregate 20mm nominal size and clean coarse sand of of FM 2 and above, well screened, free from all dirt, dust shellsand other deleterious materials, including ccost of all meterials form work, labour, handling material at site, tools and plants, curing cost of water with all leads and lifts, all taxes and royalies, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay ofmachinary staff providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regualtion etc. all complete specid\fication and MORT&H specificatin claused and other relevant claused and direction of E/I. (Excluding cost of reinforcement and its's cutting, bending, binding etc.) (a) RCC M-35 (Total Concrete in Super structure excluding railling.) R.C.D. S.O.R. 14.01 O (ii) P

High tensite steel wires/stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. R.C.D. S.O.R. 14.03

Providing 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-20 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) M40 Crash Barrier R.C.D. S.O.R. 14.15 B

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification. R.C.D. S.O.R. 14.08

Providing percast RCC railing of M30 Grade, aggregate size not exceeding 12mm true to the line garde , tolerance of RCC vertical post not to exceed 1 in 500, centre to centre spacing between the vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion complete as per approved drawing and Technical specification. R.C.D. S.O.R. 14.06

Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification. R.C.D. S.O.R. 14.04

Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification. Bituminous concrete 40mm R.C.D. S.O.R. 5.05 A

Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification. Mastic asphalt 25mm R.C.D. S.O.R. 5.11

Providing and laying RCC Approach slab M30 grade including erinforcement and form work complete as per drawing and technical specification. 14.11

Providing drainage spouts with 260 mm x 260 mm M.S. grating 100 mm dia. 1.00 long G.I. pipe including cost of all labour and material all complete job as per design/drawing and technical specification and MORT & H specification clasues and other relevant clauses and direction of E/I. R.C.D. S.O.R. 15.17

Supplying, fitting and fixing in position true to line and level POTPTFE bearing consisting of a metal position supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing, rings, dust seals, PTFE surface sliding against stainless steel maling surface, complete assebly to be of cast steel fabricated structural steel, metal and elastomer elements to be as per IRC 83 Part I and II respectively and other parts conforming to BS:5400 section 9.1 & 9.2 and clause 2006 of MORT&H specification complete as per drawing and approved technical specification. R.C.D. S.O.R.

Providing HYSD bars in all types of RCC works in Girder, Deck slab, bed block, abutment return wall, pier shaft, abutment cap, pier cap including cutting to sizes bedning, binding, placing in position on cement cubes with cost of all materials, labour, tools and plants, all taxes, handling materials at site and incidential charges, all complete job as per design/drawing and technical specification and MORT&H specificatins claused and other relevant claused and direction of E/I. SUPERSTRUCTURE R.C.D. S.O.R. 14.02

Providing structural steel Girder and it components including cost of fabricating to shape and size with cost of all materials, labour, tools and plants all taxes, handling materials site and incidental charges, all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I. R.C.D. S.O.R. 14.26

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 manufacure/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation). R.C.D. S.O.R. 14.21

Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including, finishing, maintenance of core (minimum 80% core recovery in hard rock is essentail and sludge for foundation exploration complete as per specification and direction of E/I

Painting on concrete surface (Providing and applying 2 coats of water based cement paint ot unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efforescence and applying paint @ 1 litre for 2 Sqm) (Crash Barrier) R.C.D. S.O.R. 14.16

Providing and using elastic form liner, moulds along with axillary products such as release agents, stop of paste, repair kit adhesive etc RECKLI OR EQUIVELENT to be provided for shuttering for texture to be provided on pier and crash barrier as per drawings and specifications as per satisfcation of E/I.

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M30 R.C.D. S.O.R. 13.05 G (P)

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete job as per specification and direction of E/I. R.C.D. S.O.R. 12.08 (A) Case 1

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M20 using batching plant, transit mixture & Concrete pump R.C.D. S.O.R. 12.08 (B) Case 2

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M40 R.C.D. S.O.R. 13.05 (i) P

RE wall accessary with installation.

Approach Road :- 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.) By Mechanical Means in area of light jungle vide R.C.D.S.O.R. 2.3 R.C.D. S.O.R. 2.03 (ii) A

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (i) 300-600 mm vide R.C.D. S.O.R. 2.1

(iii) 900-1800 mm

Removal of Telephone / Electric Poles and Lines Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately SOR. 2.14

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 (including Royalty @ Rs. 30.00 per Cum but excluding watering, rolling & compaction) SOR. 3.06

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drsain and foundation of other structures graded and compacted to meet requiretment of table 300-2. R.C.D. S.O.R. 3.17

Construction of Embankment with Material obtained from Borrowpits - Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. SOR 3.16

Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 S.O.R. 3.18

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) - Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. S.O.R. 4.01 A (i)

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. SOR.14.14 (B)

Bituminous surface -Primer coat over WMM/WBM - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. SOR.5.01 A (i)

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. SOR.5.2 (i)

Tack Coat on granular surface treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MOSRT&H specification 502 (5th revision) & as per direction of E/I. R.C.D. S.O.R. 5.02 (ii)

Dense Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hous using crushed aggregates of specified grading, premixed with bituminous binder © 4.0 to 4.5% by weight of total mix of 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 whelled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clasue No. 507, complete in all respects.) with VG-00 Grade Bulk Bitumen. R.C.D. S.O.R. 5.04 (A)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 509 complete in all respects) with VG-40 Bulk Bitumen R.C.D. S.O.R. 5.05 B

Miscellaneous - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 60 cm x 45 cm rectangular vide R.C.D. S.O.R. 8.04 A(i) (i) 120 cm equilateral triangle

(v) 120 cm circular R.C.D. S.O.R. 8.04 A (v)

(ix) 90 cm x 75 cm rectangular R.C.D. S.O.R. 8.04 A (ix)

(x) 80 cm x 60 cm rectangular R.C.D. S.O.R. 8.04 A (x)

(xi) 60 cm x 50 cm rectangular R.C.D. S.O.R. 8.04 A (xi)

(xii) 60 cm x 45 cm rectangular R.C.D. S.O.R. 8.04 A (xii)

(xiii) 60 cm x 60 cm square R.C.D. S.O.R. 8.04 A (xiii)

(xvi) 75 cm high octagon R.C.D. S.O.R. 8.04 A (xvi)

Direction and Place Identification Signs upto 0.9 sqm Size Board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. S.O.R 8.06

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67) Truss and Vertical Support

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R 8.14 (i) 5th km Stone R.C.D. S.O.R. 8.14 (i)

(ii) Ordinary km stone R.C.D. S.O.R. 8.14 (ii)

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

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.) S.O.R 8.15

Solar Powered Road Marker (Solar Stud) Supplying 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 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace 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 10mmx100mmx100 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 and complete as directed by the engineer.) R.C.D. S.O.R. 8.35

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) R.C.D. S.O.R. 8.08

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. S.O.R 8.13

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811) R.C.D. S.O.R. 8.23 (B)

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & Concrete pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M20

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications. RCC Grade M30

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

(Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting) Construction of Embankment with Material Deposited from Roadway Construction of embankment with approved materials 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. R.C.D. S.O.R. 3.17

Wet Mix Macadam - Plant Mixc Method) (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.) R.C.D. S.O.R. 4.14 B

Box Culverts- Earthwork of Structures (Earth work in Excavtaion of foundation of structures as per drawing and technical and technical specification,including steeing out ,construction of shoring and bracing,removal of stumps and other deletrious matter,dressing of sides and bottom and back filling with approved material . (i) Ordinary Soil, (B) Mechnical Means (ii) Depth 3m to 6m R.C.D. S.O.R. 12.01 B (ii)

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete job as per specification and direction of E/I. R.C.D. S.O.R. 13.10

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M20 , Height upto 5m , (RCC Grade M20 using batching plant, transit mixer & concrete pump in Box culvert) R.C.D. S.O.R. 12.08 (B) Case 1

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M20 , Height upto 5m , (RCC Grade M20 using batching plant, transit mixer & concrete pump in Box culvert) R.C.D. S.O.R. 12.08 (C) Case 1

Providing and laying flooring complete as per drawing and Technical specification laid over cement concert bedding.

Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighting not less than 40 kn beyond curtain wall. R.C.D. S.O.R. 16.01

Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications.R.C.D. S.O.R. 13.09 (A)

Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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 drwaing and technical specification. R.C.D. S.O.R. 13.10

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. R.C.D. S.O.R. 13.08

Supplying, fitting and placing HYSD bar reinforcement in super structure all complete job as per drawing and technical specifications R.C.D. S.O.R. 14.02

Providing PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification R.C.D. S.O.R. 14.10 Case 1

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification R.C.D. S.O.R. 14.11

Filler Joint - Providing and fixing in position 20 mm thick pre moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. R.C.D. S.O.R. 14.17 (iii)

Filler Joint - Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight complete as per drawing and technical specifications.R.C.D. S.O.R. 14.17 (iv)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-30 grade Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face)

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) R.C.D. S.O.R. 14.16

Gantry- Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) (A) Truss and Vertical Support R.C.D. S.O.R. 8.07 A

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 R.C.D. S.O.R. 12.07 C Case 1

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

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I NS

Planting flowering plants and shrubs in central verge. 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

Maintenance of flowering plants and shrubs in central verge for one year

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.

GST 18% will be added on Total amount quoted by Contractor

Labour Cess 1% will be added on amount quoted by contractor including 18% GST.

M/S SHEELA CONSTRUCTION COMPANY