JUNCTION DEVELOPMENT

RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete

Providing Plain Cement concrete nominal mix M10 grade using 20mm size Graded Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.

BLD-CSTN- 2-8 modfied in 2021-22 : Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-5-17-(55): Brick Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive strength not lessthan 50 kg/sqm for walls for Superstructure Walls.

BLD-CSTN-8-2-(77) : Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.

Artistic Design of Wall outside as Stone capchi design, Marble pebble, pots design( using Ferrocrete cement and sand in cement of all material and all Mortor 1:3) including cost and conveyance of . operational, incidental and labour charges etc., complete finished item of work.(As per Quotation rate)

Supply and Fixing of Artistic wooden look railing for inner and Outer pheripheri walls made of Ms round / rectangle hallow tubes with cc material filling, Pencil Shape Columns and top coat artistic wooden look finishing including cost and conveyance of all materials, labour charges etc., complete. (As per Quotation rate)

HAND WITH GLOBE THEME SCULPTURE: Supply and fixing of Hand with Globe theme sculpture with base Made of GRP, Ms Steel Rods Framing for better strength of the structure, Construction Base for sculpture with artistic work Complete Finishing, Artistic painting and UV resistant chemical Coating Cormplete including cost and Conveyance of all material and Labour etc.. (Size: 8ft height (As per Quotation rate )

WATERFALL : Supply and fixing of Artistic shower waterfall with waterflow with artistic finishing metallic colouring with UV resistant coating including Construction of Pond , water proofing, openwell submersible pump, control panel board,electrification work for fountain lighting, plumbing work for fountain with using PVC, UPVC pipes & controllers, valves, bends, elbows, reducers et., Complete including cost and Conveyance of all material and Labour etc.. (As per Quotation rate)

Lights : Supply and fixing of Warm White/ Multicolour changing LED flood lights (100 Watts). IP65 Rated water resistant lights. (As per Quotation rate)

Based on Item No.2 of HMDA (FSR), Pg.39 -CARPET GRASS-KOREAN / MEXICAN : Making lawns by Dressing the surface to the desired shape, laying 6" layer of fine red soil, covered with a thin layer of sand, watering, rolling with hand roller (4" thckness after rolling), including the cost of red earth, sand and labour charges and the cost of fertlizers, chemical and grass etc,. complete as per standard practice.

Based on Item No.5.a of HMDA (FSR), Pg.40-Planting of individual shrub/rose/ornamental Bamboo: Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification Clause 201 MORTH.

RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. (Payment Based on Levels)(R&B Data)

RBR-SBBS-11 B: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

RBR-BASC-1(b): Providing and applying primer coat with bitumen emulsion (CSS1) 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 as per Tech. specification No 502 MORTH.

RBR-BASC-2(V): Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer and cleaned with mechanical broom as per Tech. specification No 503 MORTH. (Application: Prior to laying of Bituminous Macadam)

RBR-BASC-7: Providing and laying dense graded 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 @ 4.5 per cent 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. 507 complete in all respects. - Grade - II

RBR-BASC-9: 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 per cent 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. -GRADE II

Construction of earthen shoulders with approved material obtained from roadway cutting with all leads and lifts including pre-watering of soil, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th revision).

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 as per Specification 803 MORTH for finished item of work including Cost and conveyance of all materials, labour charges and all other incidental charges etc. complete as directed by the Engineer in Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron pron 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 MORTH / 1701 MORD.

Providing and fixing of road studs die cast in RPM(STUDS), resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 including drilling cost including materials, machinery and labour, fixing cost, epoxy materials etc. complete as directed by the Engineer in Charge.