Tender For Rj-10-01/5054/ Cm Announcement Srf-Rr/Plan/2022-23

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Tender For Rj-10-01 / 5054 / Cm Announcement Srf-Rr / Plan / 2022-23 1 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Brush, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removal Of Stumps, Disposal Of Unserviceable Material And Stacking Of Serviceable Material Upto 1000M From Road Boundary. ( Morth Specification : Clause 201 ) . By Meachnical Means In Area Of Light Jungle 1.01 Leerdi To Bhilwara Border Km 0 / 0 To 1 / 0 1.02 Remaining Length Road From Indora To Singhola 1.03 Geniya To Det K.M 0 / 0 To 2 / 600 1.04 Lalas To Kunwaliya Km 0 / 0 To 1 / 0 1.05 Undwa Ganv To Oran Ka Devra 2 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 By Vibratory Roller 8-10 Tonne To Meet Requirement Of Table 300-2 Including Cost Of Compensation For Earth Taken From Private Land With Lead Upto 1 Km As Per Morth Specification : Clause No. 305. 2.01 Leerdi To Bhilwara Border Km 0 / 0 To 1 / 0 2.02 Remaining Length Road From Indora To Singhola 2.03 Geniya To Det K.M 0 / 0 To 2 / 600 2.04 Lalas To Kunwaliya Km 0 / 0 To 1 / 0 2.05 Undwa Ganv To Oran Ka Devra 3 Providing, Laying, Spreading And Compacting Crushed Graded Stone Aggregate As Per Table 400-10 & 400.11 To Wet Mix Macadam Specifications Including Premixing The Material With Water To Omc In Mechanical Mixer ( Pug Mill ) As Per Design Mix, Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers, With Motor Grader / F.E. Loader / Paver Finisher, In Sub- Base / Base Course On A Well Prepared Under-Base And Compacting With Vibratory Roller To Achieve The Desired Density Including Lighting, Guarding, Barricading And Maintenance Of Driversion Etc. ( Morth Specification : Clause 406 ) . With All Lead & Lift 3.01 Leerdi To Bhilwara Border Km 0 / 0 To 1 / 0 3.02 Remaining Length Road From Indora To Singhola 3.03 Geniya To Det K.M 0 / 0 To 2 / 600 3.04 Lalas To Kunwaliya Km 0 / 0 To 1 / 0 3.05 Undwa Ganv To Oran Ka Devra 4 Providing, Laying And Spreading 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. By Mix In Place Method Grading-Iii 4.01 Leerdi To Bhilwara Border Km 0 / 0 To 1 / 0 4.02 Remaining Length Road From Indora To Singhola 4.03 Geniya To Det K.M 0 / 0 To 2 / 600 4.04 Lalas To Kunwaliya Km 0 / 0 To 1 / 0 4.05 Undwa Ganv To Oran Ka Devra 5 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is:8887 & Manufacturer‟S Specifications @8.5 Kg / 10 Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer Equipped For Spraying The Material Uniformly At Specified Rates And Temperatures ( Including Cleaning Of Road Surface ) As Per Morth Specification : Cl. 502, 112 5.01 Leerdi To Bhilwara Border Km 0 / 0 To 1 / 0 5.02 Remaining Length Road From Indora To Singhola 5.03 Geniya To Det K.M 0 / 0 To 2 / 600 5.04 Lalas To Kunwaliya Km 0 / 0 To 1 / 0 5.05 Undwa Ganv To Oran Ka Devra 6 Providing And Applying Tack Coat On The Prepared Surface, With Bitumen Vg10 As Per Is:8887 & Manufacturer‟S Specifications @0.275 Kg / Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer Equipped For Spraying The Material Uniformly At Specified Rates And Temperatures ( Including Cleaning Of Road Surface ) As Per Morth Specification Cl. 502, 112. 6.01 Leerdi To Bhilwara Border Km 0 / 0 To 1 / 0 6.02 Remaining Length Road From Indora To Singhola 6.03 Geniya To Det K.M 0 / 0 To 2 / 600 6.04 Lalas To Kunwaliya Km 0 / 0 To 1 / 0 6.05 Undwa Ganv To Oran Ka Devra 7 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Aggregates As Per Table 500-23, Heating Bituminous Binder @ 14.6 Kg / 10 Sqm And Aggregates In Hot Mix Plant ( Including Cost Of Anti-Stripping Compound, Wherever Required ) , Transporting The Mixed Material With Tipper And Laying With Paver Finisher To The Required Level And Grade, Rolling With Power Roller, 8-10 Tonne, But Excluding Cost Of Tack Coat And Seal Coat With All Lead And Lift For Mix Of Material ( Morth Specification : Clause 510, 112 ) In Hot Mix Plant 40-60 Tph, Including Loading Of Aggregates With F.E. Loader Bitumen Vg30 Grade 7.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 7.02 Remaining Length road From Indora to Singhola 7.03 Geniya to Det K.m 0/0 to 2/600 7.04 Lalas to Kunwaliya Km 0/0 to 1/0 7.05 Undwa Ganv to Oran ka Devra 8 Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).1). 8.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 8.02 Remaining Length road From Indora to Singhola 8.03 Geniya to Det K.m 0/0 to 2/600 8.04 Lalas to Kunwaliya Km 0/0 to 1/0 8.05 Undwa Ganv to Oran ka Devra 9 Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing. 9.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 9.02 Remaining Length road From Indora to Singhola 9.03 Geniya to Det K.m 0/0 to 2/600 9.04 Lalas to Kunwaliya Km 0/0 to 1/0 9.05 Undwa Ganv to Oran ka Devra 10 Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per drawing and MoRTH Specification : Clause No. 602, 112. using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments Using Cement concrete M-30 pavement Grade 10.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 10.02 Remaining Length road From Indora to Singhola 10.03 Geniya to Det K.m 0/0 to 2/600 10.04 Lalas to Kunwaliya Km 0/0 to 1/0 10.05 Undwa Ganv to Oran ka Devra 11 Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil 11.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 11.02 Remaining Length road From Indora to Singhola 11.03 Geniya to Det K.m 0/0 to 2/600 11.04 Lalas to Kunwaliya Km 0/0 to 1/0 11.05 Undwa Ganv to Oran ka Devra 12 Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken. 12.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 12.02 Remaining Length road From Indora to Singhola 12.03 Geniya to Det K.m 0/0 to 2/600 12.04 Lalas to Kunwaliya Km 0/0 to 1/0 12.05 Undwa Ganv to Oran ka Devra 13 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate By using concrete mixer R.C.C. M-20 grade 13.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 13.02 Remaining Length road From Indora to Singhola 13.03 Geniya to Det K.m 0/0 to 2/600 13.04 Lalas to Kunwaliya Km 0/0 to 1/0 13.05 Undwa Ganv to Oran ka Devra 14 Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia 14.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 14.02 Remaining Length road From Indora to Singhola 14.03 Geniya to Det K.m 0/0 to 2/600 14.04 Lalas to Kunwaliya Km 0/0 to 1/0 14.05 Undwa Ganv to Oran ka Devra 15 Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement 15.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 15.02 Remaining Length road From Indora to Singhola 15.03 Geniya to Det K.m 0/0 to 2/600 15.04 Lalas to Kunwaliya Km 0/0 to 1/0 15.05 Undwa Ganv to Oran ka Devra 16 Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil 16.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 16.02 Remaining Length road From Indora to Singhola 16.03 Geniya to Det K.m 0/0 to 2/600 16.04 Lalas to Kunwaliya Km 0/0 to 1/0 16.05 Undwa Ganv to Oran ka Devra 17 Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken. 17.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 17.02 Remaining Length road From Indora to Singhola 17.03 Geniya to Det K.m 0/0 to 2/600 17.04 Lalas to Kunwaliya Km 0/0 to 1/0 17.05 Undwa Ganv to Oran ka Devra 18 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate With 20mm nominal size aggregate By using concrete mixer R.C.C. M-20 grade 18.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 18.02 Remaining Length road From Indora to Singhola 18.03 Geniya to Det K.m 0/0 to 2/600 18.04 Lalas to Kunwaliya Km 0/0 to 1/0 18.05 Undwa Ganv to Oran ka Devra 19 Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. 19.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 19.02 Remaining Length road From Indora to Singhola 19.03 Geniya to Det K.m 0/0 to 2/600 19.04 Lalas to Kunwaliya Km 0/0 to 1/0 19.05 Undwa Ganv to Oran ka Devra 20 Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement 20.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 20.02 Remaining Length road From Indora to Singhola 20.03 Geniya to Det K.m 0/0 to 2/600 20.04 Lalas to Kunwaliya Km 0/0 to 1/0 20.05 Undwa Ganv to Oran ka Devra 21 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 21.01 Ordinary kilometer stone (precast) 21.02 Leerdi to Bhilwara Border Km 0/0 to 1/0 21.03 Remaining Length road From Indora to Singhola 21.04 Geniya to Det K.m 0/0 to 2/600 21.05 Lalas to Kunwaliya Km 0/0 to 1/0 21.06 Undwa Ganv to Oran ka Devra 21.07 Hectometer stone (precast) 21.08 Leerdi to Bhilwara Border Km 0/0 to 1/0 21.09 Remaining Length road From Indora to Singhola 21.1 Geniya to Det K.m 0/0 to 2/600 21.11 Lalas to Kunwaliya Km 0/0 to 1/0 21.12 Undwa Ganv to Oran ka Devra 22 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 90 cm equilateral triangle 22.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 22.02 Remaining Length road From Indora to Singhola 22.03 Geniya to Det K.m 0/0 to 2/600 22.04 Lalas to Kunwaliya Km 0/0 to 1/0 22.05 Undwa Ganv to Oran ka Devra 23 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. 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 23.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 23.02 Remaining Length road From Indora to Singhola 23.03 Geniya to Det K.m 0/0 to 2/600 23.04 Lalas to Kunwaliya Km 0/0 to 1/0 23.05 Undwa Ganv to Oran ka Devra 24 Raised Pavment Marker ( Cats Eyes):Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and 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 MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the 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 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer‟s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission 24.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 24.02 Remaining Length road From Indora to Singhola 24.03 Geniya to Det K.m 0/0 to 2/600 24.04 Lalas to Kunwaliya Km 0/0 to 1/0 24.05 Undwa Ganv to Oran ka Devra 25 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. 25.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 25.02 Remaining Length road From Indora to Singhola 25.03 Geniya to Det K.m 0/0 to 2/600 25.04 Lalas to Kunwaliya Km 0/0 to 1/0 25.05 Undwa Ganv to Oran ka Devra 26 Supply of village Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. 26.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 26.02 Remaining Length road From Indora to Singhola 26.03 Geniya to Det K.m 0/0 to 2/600 26.04 Lalas to Kunwaliya Km 0/0 to 1/0 26.05 Undwa Ganv to Oran ka Devra 27 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. 27.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 27.02 Remaining Length road From Indora to Singhola 27.03 Geniya to Det K.m 0/0 to 2/600 27.04 Lalas to Kunwaliya Km 0/0 to 1/0 27.05 Undwa Ganv to Oran ka Devra 28 Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification. 28.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 28.02 Remaining Length road From Indora to Singhola 28.03 Geniya to Det K.m 0/0 to 2/600 28.04 Lalas to Kunwaliya Km 0/0 to 1/0 28.05 Undwa Ganv to Oran ka Devra 29 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.90m with engraving letters and figures, cement plaster,white washing etc. complete as per direction of Engineer in charge. 29.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 29.02 Remaining Length road From Indora to Singhola 29.03 Geniya to Det K.m 0/0 to 2/600 29.04 Lalas to Kunwaliya Km 0/0 to 1/0 29.05 Undwa Ganv to Oran ka Devra 30 Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift 30.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 30.02 Remaining Length road From Indora to Singhola 30.03 Geniya to Det K.m 0/0 to 2/600 30.04 Lalas to Kunwaliya Km 0/0 to 1/0 30.05 Undwa Ganv to Oran ka Devra 31 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer‟s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 Add extra to above item per kg extra in emulsion per 10 sqm 31.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 31.02 Remaining Length road From Indora to Singhola 31.03 Geniya to Det K.m 0/0 to 2/600 31.04 Lalas to Kunwaliya Km 0/0 to 1/0 31.05 Undwa Ganv to Oran ka Devra 32 Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver, and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification: Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 32.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 32.02 Remaining Length road From Indora to Singhola 32.03 Geniya to Det K.m 0/0 to 2/600 32.04 Lalas to Kunwaliya Km 0/0 to 1/0 32.05 Undwa Ganv to Oran ka Devra 33 Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia 33.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 33.02 Remaining Length road From Indora to Singhola 33.03 Geniya to Det K.m 0/0 to 2/600 33.04 Lalas to Kunwaliya Km 0/0 to 1/0 33.05 Undwa Ganv to Oran ka Devra 34 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. P.C.C. M-15 grade 34.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 34.02 Remaining Length road From Indora to Singhola 34.03 Geniya to Det K.m 0/0 to 2/600 34.04 Lalas to Kunwaliya Km 0/0 to 1/0 34.05 Undwa Ganv to Oran ka Devra 35 Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801. 35.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 35.02 Remaining Length road From Indora to Singhola 35.03 Geniya to Det K.m 0/0 to 2/600 35.04 Lalas to Kunwaliya Km 0/0 to 1/0 35.05 Undwa Ganv to Oran ka Devra 36 Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. 36.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 36.02 Remaining Length road From Indora to Singhola 36.03 Geniya to Det K.m 0/0 to 2/600 36.04 Lalas to Kunwaliya Km 0/0 to 1/0 36.05 Undwa Ganv to Oran ka Devra 37 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.90m with engraving letters and figures, cement plaster,white washing etc. complete as per direction of Engineer in charge. 37.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 37.02 Remaining Length road From Indora to Singhola 37.03 Geniya to Det K.m 0/0 to 2/600 37.04 Lalas to Kunwaliya Km 0/0 to 1/0 37.05 Undwa Ganv to Oran ka Devra 38 Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100) 38.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 38.02 Remaining Length road From Indora to Singhola 38.03 Geniya to Det K.m 0/0 to 2/600 38.04 Lalas to Kunwaliya Km 0/0 to 1/0 38.05 Undwa Ganv to Oran ka Devra 39 Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications. 39.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 39.02 Remaining Length road From Indora to Singhola 39.03 Geniya to Det K.m 0/0 to 2/600 39.04 Lalas to Kunwaliya Km 0/0 to 1/0 39.05 Undwa Ganv to Oran ka Devra 40 Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700 40.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 40.02 Remaining Length road From Indora to Singhola 40.03 Geniya to Det K.m 0/0 to 2/600 40.04 Lalas to Kunwaliya Km 0/0 to 1/0 40.05 Undwa Ganv to Oran ka Devra 41 Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia 41.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 41.02 Remaining Length road From Indora to Singhola 41.03 Geniya to Det K.m 0/0 to 2/600 41.04 Lalas to Kunwaliya Km 0/0 to 1/0 41.05 Undwa Ganv to Oran ka Devra 42 Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specifi cation: Clause 202) BY MECHANICAL MEANS Bituminous Courses 42.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 42.02 Remaining Length road From Indora to Singhola 42.03 Geniya to Det K.m 0/0 to 2/600 42.04 Lalas to Kunwaliya Km 0/0 to 1/0 42.05 Undwa Ganv to Oran ka Devra 43 Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer‟s specifications @0.225 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. 43.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 43.02 Remaining Length road From Indora to Singhola 43.03 Geniya to Det K.m 0/0 to 2/600 43.04 Lalas to Kunwaliya Km 0/0 to 1/0 43.05 Undwa Ganv to Oran ka Devra 44 Add extra for adding shreaded plastic waste as per Guideline envisaged in IRC Sp-98-2013 over item of open graded premix carpet @ 8 % of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant ( the bitumen content will be as per respective clause of MORTH specification) 44.01 Leerdi to Bhilwara Border Km 0/0 to 1/0 44.02 Remaining Length road From Indora to Singhola 44.03 Geniya to Det K.m 0/0 to 2/600 44.04 Lalas to Kunwaliya Km 0/0 to 1/0 44.05 Undwa Ganv to Oran ka Devra