Widening and Strengthening to 2 Lane of Duwari to Rol road MDR 99 Under RCD, Road Division, Hazaribag under CRF total Length 25.757 Km for the Year 2022-23

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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means Using dozer. In area of light jungle

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.) Girth from 600 mm to 900 mm

Dismantling 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 the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) by Mech. Means Bricks works

Dismantling of stone masonaryexisting 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 of 1000 metres.Rubble stone masonry in cement mortar.

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 of 1000 metres.Cement concrete Grade M-15&M-20

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 of 1000 metres. Reinforced Cement concrete RCCGrade M-20 & above

Dismantling 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 the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works by Mech. means Upto 600 mm dia.

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means Bituminous course.

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately

Excavation for road work 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 tranporting to the embankment location within all lifts and lead upto 1000 m

Construction of Embankment with Material Deposited from Roadway Cutting (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) Rolling with vibratory roller.Rate per Cum after adding royalty @Rs.27.48/Cum.

Embankment Construction with Material Obtained from Borrow Pits (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) Rolling with vibratory roller

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Wet Mix Macadam (Plat Mix 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.) With Vibratory Roller

Prime coat (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 0.70 kg/sqm using mechanical means.)

Tack coat 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.

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen. for GradingII(19 mm nominal size)

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 % 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 Bulk VG30 Bitumen. (ii) for Grading-II(10 mm nominal size)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.90Cm Equilateral triangle

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 60 cm x 60 cm square.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 80 cm x 60 cm Rectangular.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IX retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 60 cm x 45 cm Rectangular.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 60Cm Circular.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 90Cm High octagonal.

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 or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) English and Roman

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 Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)

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 to IRC-79 and the drawings.)

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.)

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.

Metal 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, 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 810)

GANTRY :- Providing RCC M-200 in nominal mix of (1:1 1/2:3) with approved quality of stone chips 20mm to 10mm size and clean coarse sand in various part of culvert including mixing cement concrete mixer,screening,royality & all taxes with hire charge of machinary all complete including cost of shuffolding but excluding cost of reinforcement in construction of half gantry.

Providing fitting/fixing HYSD reinforcement of following size as per design, drawing, technical specification relevent clause of MORTH specification and direction of engineer-in-charge including cost of TMT,rod annealed wire removal of rust etc. all complete(in superstructure) 8mm to 16mm TMT in construction of half & Half 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) Truss and Vertical Support in construction of half gantry.

Supplying, fitting and fixing of retro reflecting confirming to type XI of ASTM-D-4956-01, blue, orange,and silver white in over head gantry including all cost of materials, labours complete as per IRC-67-2001. in construction of half gantry.

Drain (9400m long),Culvert & Retaining wall 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 by mechanical means.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. M-20

Plain/Reinforced Cement Concrete in as per Drawing and Technical Specifications. R.C.C. M 30 in Superstructure (Cover)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications including cutting to size bending, binding

Providing & laying of filter media with grannular materials/stone crushed aggregates satisfying the requirments laid down in clause 2504.2.2. of MoRTH specification to a thickness of not less than 600 mm with smaller size towards the soil and biggerr size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full eight compacted to a firm condition complete as per drawing and technical specification. in culverts.

Providing P.C.C.M-15 (1:2:4) mechanically mixed concrete in foundation and plinthwith grade stone aggregate 20mm to 06 mm size and clean coarse sand of FM 2 to 2.5 and above, well screened, free from all dirt, dust shells and other deletrious materials, including cost of all materials from work, labour, handling material at site, tools and plants, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinary staffs, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I. in culverts.

Providing rough dressed course random rubble stone masonry in C.M.(1:3) in foundation and plinth and sub structure with hammer dressed stone of less than .03 cum volume and weight 40 kg and clen coarse sand of F.M. 2.0 TO 2.5 including racking out joints to 20 mm depth curing taxes all complete as per drawing taxes all complete as per drawing and techanical specification MORT & H SPECIFICATION and direction of E/I in culverts.

Providing rough dressed course random rubble stone masonry in C.M.(1:3) in Sub structure and sub structure with hammer dressed stone of less than .03 cum volume and weight 40 kg and clen coarse sand of F.M. 2.0 TO 2.5 including racking out joints to 20 mm depth curing taxes all complete as per drawing taxes all complete as per drawing and techanical specification MORT & H SPECIFICATION and direction of E/I in culverts.

Providing RCC M25 desing mix in deck slab with approved quality of stone chips 20mm to 10mm size (2 part 20mm to 10mm and 1 part 10 mm to 6mm) and clean coarse sand including the cost of all labours and materials, screening, shuttering, mixing, placing in position, vibrating,stiking, cutting, taxes & royality including cost of reinforcement & its bending placing in position all complete as per approved design & drawing & relevent clause of MOST speech.in culverts.

Providing RCC M30 desing mix in wearing coat of deck slab with approved quality of stone chips 20mm to 10mm size (2 part 20mm to 10mm and 1 part 10 mm to 6mm) and clean coarse sand including the cost of all labours and materials, screening, shuttering, mixing, placing in position, vibrating,stiking, cutting, taxes & royality including cost of reinforcement & its bending placing in position all complete as per approved design & drawing & relevent clause of MOST speech in culverts.

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M-20.

Providing fitting/fixing HYSD reinforcement of following size as per design, drawing, technical specification relevent clause of MORTH specification and direction of engineer-in-charge including cost of TMT,rod annealed wire removal of rust etc. all complete(in superstructure) inluding cutting, ending binding placing in position etc. 8mm to 16mm TMT in culverts.

Providing 75 B/W Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications in culvers.

Providing 12 mm thick cement plaster(1:3) with approved quality of sand of requisite F.M.(2.5 TO 3.0) washed and screened including curing scaffolding where ever required and its removal royalty and all taxes etc complete job as per specification and direction of E/I. in culverts

Providing painting two coat over new plaster surface including preparing the surface after cleaning removing dirt scales,soke,grease and sand papering including cost of scaffolding and taxes all complete job. in culverts.

Providing Tar Phelt Cushion under the deck slab complete as per drawing and technical specification and as per direction of E/I in culverts.

Filler joint Providing and fixing in position 20 mm thick premoulded 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 in culverts.

Filler joint Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight in culverts.

Providing 25 MM thick raise cement plaster, Numbering and writing the culvert No including preparing the surface after cleaning removing dirt scales,soke,grease and sand papering including cost of scaffolding and taxes all complete job. in culverts.

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 in culverts widening.

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

Providing R.C.C.M-25 design mix mechanically mixed concrete in Substrcture with grade stone aggregate 20mm to 06 mm size and clean coarse sand of FM 2 to 2.5 and above, well screened, free from all dirt, dust shells and other deletrious materials, including cost of all materials from work, labour, handling material at site, tools and plants, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinary staffs, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I. in cell box culvert (Mix Design)

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

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. In cell box culvert.

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) M 20 grade concrete in cell box culvert

PCC M15 Grade leveling course below approach slab mechanically mixed concrete in foundation and plinthwith grade stone aggregate 20mm to 06 mm size and clean coarse sand of FM 2 to 2.5 and above, well screened, free from all dirt, dust shells and other deletrious materials, including cost of all materials from work, labour, handling material at site, tools and plants, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinary staffs, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I. in cell box culvert

Reinforced cement concrete approach slab M30 Grade including reinforcement and formwork complete as per drawing and Technical specification in cell box culvert (Mix design)

Burried Expension joint

Drainage Spouts with 260mm X 260mm M.S. grating 100mm dia. 1.00mm long G.I pipe including cost of all labour and materials complete as per drawing and Technical specification in cell box culvert

Providing and erecting passanger Bus Shelter including Stainless steel bus que shelter with TOP panel size 20'x 8'x 8'foundation with civil size 22'x 10', flooring Red & Yellow shining Checker Tiles, Electric wire from main point etc. with complete as per E/I

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

Labour Cess 1% will be added on amount quoted by contractor including 12% GST.

ms m and s company

M/s Siddhartha Construction

CLASSIC ENGICON PVT. LTD.