Public Works Department-PWD has published Tender For Rj-10-01/5054/ Cm Announcement Srf-Rr/Plan/2022-23. Submission Date for this Tender is 18-01-2023. Coats and Jackets Tenders in chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Clearingandgrubbingroadlandincluding uprootingrankvegetation,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 roadboundary.(MoRTHSpecification:Clause 201). BY Meachnical MEANS In area of Light Jungle |
2 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
3 | Remaining Length road From Indora to Singhola |
4 | Geniya to Det K.m0/0 to 2/600 |
5 | Lalas to Kunwaliya Km 0/0 to 1/0 |
6 | Undwa Ganv to Oran ka Devra |
7 | Constructionofembankmentwithapproved Materialobtainedfromborrow-pitswithalllifts and leads, transporting to site, spreading, grading torequiredslopeandcompactingbyvibratory roller8-10tonnetomeetrequirementofTable 300-2includingcostofcompensationforearth takenfromprivatelandwithleadupto1kmas per MoRTH Specification : Clause No. 305. |
8 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
9 | Remaining Length road From Indora to Singhola |
10 | Geniya to Det K.m0/0 to 2/600 |
11 | Lalas to Kunwaliya Km 0/0 to 1/0 |
12 | Undwa Ganv to Oran ka Devra |
13 | Providing, laying, spreading and compacting crushedgradedstoneaggregate as per Table 400-10 & 400.11 to WetMix 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 andcompactingwithVibratoryRollertoachieve thedesireddensityincludinglighting,guarding, barricadingandmaintenanceofDriversionetc. (MoRTH specification : Clause 406). with all lead & lift |
14 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
15 | Remaining Length road From Indora to Singhola |
16 | Geniya to Det K.m0/0 to 2/600 |
17 | Lalas to Kunwaliya Km 0/0 to 1/0 |
18 | Undwa Ganv to Oran ka Devra |
19 | Providing,layingandspreadingofgranularsub- basebyprovidingclosegradedMaterial,mixing inamechanicalmixplantatOMCcarriageof 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 |
20 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
21 | Remaining Length road From Indora to Singhola |
22 | Geniya to Det K.m0/0 to 2/600 |
23 | Lalas to Kunwaliya Km 0/0 to 1/0 |
24 | Undwa Ganv to Oran ka Devra |
25 | Providing and applying primer coat over prepared surfaceofgranularbasewithbitumenemulsion asperIS:8887&manufacturer?sspecifications @8.5 kg/10sqmwithaselfpropelledortowed bitumenpressuresprayerequippedforspraying theMaterialuniformlyatspecifiedratesand temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
26 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
27 | Remaining Length road From Indora to Singhola |
28 | Geniya to Det K.m0/0 to 2/600 |
29 | Lalas to Kunwaliya Km 0/0 to 1/0 |
30 | Undwa Ganv to Oran ka Devra |
31 | Providing and applying tack coat on the prepared surface, withbitumenVG10asperIS:8887& manufacturer?s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Materialuniformlyat specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. |
32 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
33 | Remaining Length road From Indora to Singhola |
34 | Geniya to Det K.m0/0 to 2/600 |
35 | Lalas to Kunwaliya Km 0/0 to 1/0 |
36 | Undwa Ganv to Oran ka Devra |
37 | Providingandlayingopengradedpremix 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 (includingcostofanti-strippingcompound, whereverrequired),transportingthemixed 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 |
38 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
39 | Remaining Length road From Indora to Singhola |
40 | Geniya to Det K.m0/0 to 2/600 |
41 | Lalas to Kunwaliya Km 0/0 to 1/0 |
42 | Undwa Ganv to Oran ka Devra |
43 | Providing and applying Premixed Seal Coat type “B”comprisingofthinapplicationoffine aggregate(0.06cumper10sqm)premixwith (6.8kgper10sqm)bitumenbinder(including costofanti-strippingcompound,wherever required)inminihotmixplant6-10TPH,and layingwithpaverfinisherandrollingwithpower roller 8-10 tonne, including all lead of mix Material (MoRTHspecification : clause 511).1). |
44 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
45 | Remaining Length road From Indora to Singhola |
46 | Geniya to Det K.m0/0 to 2/600 |
47 | Lalas to Kunwaliya Km 0/0 to 1/0 |
48 | Undwa Ganv to Oran ka Devra |
49 | Dryleancementconcretesub-base. Constructionofdryleancementconcrete1:3:6 sub-base over a prepared sub-grade with coarse andfineaggregateconformingtoIS:383,the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregategradationafterbleningtobeasper Table 600-1, cement content not to be less than 200Kg/Cum,optimummoisturecontenttobe determinedduringtriallength construction, concrete strength not to be less than 10 Mpa at 7 days,mixedinabatchingplant,transportedto site,laidwithapaverwithelectronicsensor, compacting with 8-10 tonne vibratory roller, finishing and curing. |
50 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
51 | Remaining Length road From Indora to Singhola |
52 | Geniya to Det K.m0/0 to 2/600 |
53 | Lalas to Kunwaliya Km 0/0 to 1/0 |
54 | Undwa Ganv to Oran ka Devra |
55 | ProvidingandLayingun-reinforced,dowel jointed,plaincementconcretepavementovera prepared sub-base with 43 grade cement, coarse andfineaggregateconformingtoIS: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,asperdrawing and MoRTH Specification : Clause No. 602, 112. using curing compoundand water finishing to lines and grade as per drawingand MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments Using Cement concrete M-30 pavement Grade |
56 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
57 | Remaining Length road From Indora to Singhola |
58 | Geniya to Det K.m0/0 to 2/600 |
59 | Lalas to Kunwaliya Km 0/0 to 1/0 |
60 | Undwa Ganv to Oran ka Devra |
61 | Earthworkinexcavationinfoundationtrenches etc. in drains and channels etc. not exceeding 2m depth, including dressing ofbottom and sides of trenches,stackingtheexcavatedsoil3mclear from the edge of excavation including disposal of surplussoilasdirectedwithinaleadof1000 metres (MoRTH specification : clause 301, 304). Ordinary soil |
62 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
63 | Remaining Length road From Indora to Singhola |
64 | Geniya to Det K.m0/0 to 2/600 |
65 | Lalas to Kunwaliya Km 0/0 to 1/0 |
66 | Undwa Ganv to Oran ka Devra |
67 | Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depthof1.5mtr,belowgroundleveland1.5mtr. aboveground/bedlevel.[MoRTHSpecification: Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken. |
68 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
69 | Remaining Length road From Indora to Singhola |
70 | Geniya to Det K.m0/0 to 2/600 |
71 | Lalas to Kunwaliya Km 0/0 to 1/0 |
72 | Undwa Ganv to Oran ka Devra |
73 | Structural cement concrete (Design Mix) in openfoundations,withformwork,atany level. Cementconcreteforplain/reinforcedconcretein openfoundationsasperdrawingandtechnical specification. [MoRTH Specification : Section 1700 & 1500]. With20mmnominalsizeaggregateBy using concrete mixer R.C.C.M-20 grade |
74 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
75 | Remaining Length road From Indora to Singhola |
76 | Geniya to Det K.m0/0 to 2/600 |
77 | Lalas to Kunwaliya Km 0/0 to 1/0 |
78 | Undwa Ganv to Oran ka Devra |
79 | ProvidingandlayingReinforcedcement 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 |
80 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
81 | Remaining Length road From Indora to Singhola |
82 | Geniya to Det K.m0/0 to 2/600 |
83 | Lalas to Kunwaliya Km 0/0 to 1/0 |
84 | Undwa Ganv to Oran ka Devra |
85 | Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement |
86 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
87 | Remaining Length road From Indora to Singhola |
88 | Geniya to Det K.m0/0 to 2/600 |
89 | Lalas to Kunwaliya Km 0/0 to 1/0 |
90 | Undwa Ganv to Oran ka Devra |
91 | Earthworkinexcavationinfoundationtrenches etc. in drains and channels etc. not exceeding 2m depth, including dressing ofbottom and sides of trenches,stackingtheexcavatedsoil3mclear from the edge of excavation including disposal of surplussoilasdirectedwithinaleadof1000 metres (MoRTH specification : clause 301, 304). Ordinary soil |
92 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
93 | Remaining Length road From Indora to Singhola |
94 | Geniya to Det K.m0/0 to 2/600 |
95 | Lalas to Kunwaliya Km 0/0 to 1/0 |
96 | Undwa Ganv to Oran ka Devra |
97 | Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depthof1.5mtr,belowgroundleveland1.5mtr. aboveground/bedlevel.[MoRTHSpecification: Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken. |
98 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
99 | Remaining Length road From Indora to Singhola |
100 | Geniya to Det K.m0/0 to 2/600 |
101 | Lalas to Kunwaliya Km 0/0 to 1/0 |
102 | Undwa Ganv to Oran ka Devra |
103 | Structural cement concrete (Design Mix) in openfoundations,withformwork,atany level. Cementconcreteforplain/reinforcedconcretein openfoundationsasperdrawingandtechnical specification. [MoRTH Specification : Section 1700 & 1500]. With20mmnominalsizeaggregateWith20mmnominalsizeaggregateBy using concrete mixer R.C.C.M-20 grade |
104 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
105 | Remaining Length road From Indora to Singhola |
106 | Geniya to Det K.m0/0 to 2/600 |
107 | Lalas to Kunwaliya Km 0/0 to 1/0 |
108 | Undwa Ganv to Oran ka Devra |
109 | ProvidingA.C.pipeWeepholes150mmdiain Masonry/plain Concrete/Reinforced Concrete abutment,wingwall/returnwallcompleteasper drawing and technical specification. [MoRTH Specification : Clause 2205]. |
110 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
111 | Remaining Length road From Indora to Singhola |
112 | Geniya to Det K.m0/0 to 2/600 |
113 | Lalas to Kunwaliya Km 0/0 to 1/0 |
114 | Undwa Ganv to Oran ka Devra |
115 | Providing and laying steel reinforcement at any level in foundation completeas per drawing and technical specification. [MoRTHSpecification : Section 1600]. HYSD bar reinforcement |
116 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
117 | Remaining Length road From Indora to Singhola |
118 | Geniya to Det K.m0/0 to 2/600 |
119 | Lalas to Kunwaliya Km 0/0 to 1/0 |
120 | Undwa Ganv to Oran ka Devra |
121 | Reinforced cement concrete M15grade kilometre stoneofstandarddesignasperIRC:8-1980, fixinginpositionincludingpaintingandprinting etc |
122 | Ordinary kilometer stone (precast) |
123 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
124 | Remaining Length road From Indora to Singhola |
125 | Geniya to Det K.m0/0 to 2/600 |
126 | Lalas to Kunwaliya Km 0/0 to 1/0 |
127 | Undwa Ganv to Oran ka Devra |
128 | Hectometer stone (precast) |
129 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
130 | Remaining Length road From Indora to Singhola |
131 | Geniya to Det K.m0/0 to 2/600 |
132 | Lalas to Kunwaliya Km 0/0 to 1/0 |
133 | Undwa Ganv to Oran ka Devra |
134 | Providingandfixingofretro-reflectorised cautionary,mandatoryandinformatorysignas 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 |
135 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
136 | Remaining Length road From Indora to Singhola |
137 | Geniya to Det K.m0/0 to 2/600 |
138 | Lalas to Kunwaliya Km 0/0 to 1/0 |
139 | Undwa Ganv to Oran ka Devra |
140 | Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC :67madeofhighintensitygradesheetingvide clause801.3,fixedoveraluminiumsheeting,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 |
141 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
142 | Remaining Length road From Indora to Singhola |
143 | Geniya to Det K.m0/0 to 2/600 |
144 | Lalas to Kunwaliya Km 0/0 to 1/0 |
145 | Undwa Ganv to Oran ka Devra |
146 | Raised Pavment Marker ( Cats Eyes): Supplying andFixingofMoldedShankRaised PavementMarkersmadeofpolycarbonateand ABSmouldedbodyandreflectivepanelswith microprismaticlenscapableofprovidingtotal internalreflectionofthelightenteringthelens face and shall support a load of 16000 kg tested inaccordancetoASTMD4280TypeHand complying to Specifications of CategoryA of MORTHCircularNoRW/NH/33023/10-97–DO IIIDt11.06.1997.Theheight,widthandlength shallnotexceed50mm,100mmand100mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/ 5degree.Thestrengthofdetachmentofthe integratedcylindricalshanks,(of diameternot lessthan19+/-2mmandheightnotlessthan 30+/-2mm)fromthebodyistobeaminimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails andusingepoxyresinbasedadhesiveasper manufacturer?s recommendation and complete as directedbytheengineer.Thecontractorshall submit2yearsprequalifiedwarrantycertificate from the manufacturer for satisfactory field performance during the time of bid submission |
147 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
148 | Remaining Length road From Indora to Singhola |
149 | Geniya to Det K.m0/0 to 2/600 |
150 | Lalas to Kunwaliya Km 0/0 to 1/0 |
151 | Undwa Ganv to Oran ka Devra |
152 | Providing and laying of hot applied thermoplastic compound2.5mmthickincludingreflectorising glass beads @ 250 gms per sqm area, thickness of2.5mmisexclusiveofsurfaceappliedglass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
153 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
154 | Remaining Length road From Indora to Singhola |
155 | Geniya to Det K.m0/0 to 2/600 |
156 | Lalas to Kunwaliya Km 0/0 to 1/0 |
157 | Undwa Ganv to Oran ka Devra |
158 | Supply of village Name Board size 600x900 mm madeoutof1.25mmthickM.S.Sheetduly framedwith30mmOuterDiaMildSteeltube tightenedwithM.S.flat12x3mmfixedontwo posts of size 40 mm ODMS tube 3M long whole boardis processedin blue/whitestoving enamel paintandwhite/redmachinecutreflectivesheet completeinallrespectpostsdulypaintedwith black/white synthetic enamel. |
159 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
160 | Remaining Length road From Indora to Singhola |
161 | Geniya to Det K.m0/0 to 2/600 |
162 | Lalas to Kunwaliya Km 0/0 to 1/0 |
163 | Undwa Ganv to Oran ka Devra |
164 | Supplyingandinstallationofdelineators(road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black andwhitein15cmwidestrips,fittedwith80x 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. |
165 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
166 | Remaining Length road From Indora to Singhola |
167 | Geniya to Det K.m0/0 to 2/600 |
168 | Lalas to Kunwaliya Km 0/0 to 1/0 |
169 | Undwa Ganv to Oran ka Devra |
170 | ProvidingandErectingtypicalCitizens InformationBoardasperapproveddrawing& specification of MoRD, made of two MS Sheet of 1.6mmthickeachofsize900mm×750mm 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 mwithangleholdfastsandhorizontalmember 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 perencloseddrawings&asdirectedby Engineering-In-Charge.AllMSwillbestove enameledonbothside,Lettering,figuringand border will be with ready mixed synthetic enamel paintofsuperiorqualityinrequiredshadeand colour etc. complete in all respect. All sections of framedpostandsteeltubewillbepaintedwith primer and two coat of epoxy paint as per drawing and as per MoRD specification. |
171 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
172 | Remaining Length road From Indora to Singhola |
173 | Geniya to Det K.m0/0 to 2/600 |
174 | Lalas to Kunwaliya Km 0/0 to 1/0 |
175 | Undwa Ganv to Oran ka Devra |
176 | 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. |
177 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
178 | Remaining Length road From Indora to Singhola |
179 | Geniya to Det K.m0/0 to 2/600 |
180 | Lalas to Kunwaliya Km 0/0 to 1/0 |
181 | Undwa Ganv to Oran ka Devra |
182 | Providing,layingandspreadingandcompacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanicalmixer(Pugmill),carriageofmixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a preparedsurface and compacting with Vibratory Compactorto achieve the desired density including all Material, labour, machinery,lightingbarricadingandmaintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift |
183 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
184 | Remaining Length road From Indora to Singhola |
185 | Geniya to Det K.m0/0 to 2/600 |
186 | Lalas to Kunwaliya Km 0/0 to 1/0 |
187 | Undwa Ganv to Oran ka Devra |
188 | Providing and applying primer coat over prepared surfaceofgranularbasewithbitumenemulsion asperIS:8887&manufacturer?sspecifications @6kg/10sqmwithaselfpropelledortowed bitumenpressuresprayerequippedforspraying theMaterialuniformlyatspecifiedratesand temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 Addextratoaboveitemperkgextrain emulsion per 10 sqm |
189 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
190 | Remaining Length road From Indora to Singhola |
191 | Geniya to Det K.m0/0 to 2/600 |
192 | Lalas to Kunwaliya Km 0/0 to 1/0 |
193 | Undwa Ganv to Oran ka Devra |
194 | Providingand laying Bituminous Macadam on prepared surfacewith specifiedgradedcrushed aggregates as per Table 500-7, Grading-2,for base/binding course includingloading 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 layingmixedMaterialwithpaver finisher to the required level and grade, rolling by powerrollerandvibratorycompactorasperCl. 501.6&501.7toachievethedesireddensity (approvedbythedepartment)excludingcostof primer/tackcoat.[MoRTHSpecification: Clause 504, 112]. 50/75mmcompactedthicknesswith3.3% bitumenVG30grade with lead of mix Material 1 |
195 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
196 | Remaining Length road From Indora to Singhola |
197 | Geniya to Det K.m0/0 to 2/600 |
198 | Lalas to Kunwaliya Km 0/0 to 1/0 |
199 | Undwa Ganv to Oran ka Devra |
200 | ProvidingandlayingReinforcedcement 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 |
201 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
202 | Remaining Length road From Indora to Singhola |
203 | Geniya to Det K.m0/0 to 2/600 |
204 | Lalas to Kunwaliya Km 0/0 to 1/0 |
205 | Undwa Ganv to Oran ka Devra |
206 | Structural cement concrete (Design Mix) in openfoundations,withformwork,atany level. Cementconcreteforplain/reinforcedconcretein openfoundationsasperdrawingandtechnical specification. [MoRTH Specification : Section 1700 & 1500]. P.C.C.M-15 grade |
207 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
208 | Remaining Length road From Indora to Singhola |
209 | Geniya to Det K.m0/0 to 2/600 |
210 | Lalas to Kunwaliya Km 0/0 to 1/0 |
211 | Undwa Ganv to Oran ka Devra |
212 | Supplyofretro-reflectivenameboardsize 600×900mmmadeoutof2mmthickaluminium sheet fixed on post and frame made out or angle iron50×50×6mm3mlongusingstainlesssteel 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 syntheticenamel,completeinallrespect confirmingtoMoRTHspecifications(2001)cl. 801. |
213 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
214 | Remaining Length road From Indora to Singhola |
215 | Geniya to Det K.m0/0 to 2/600 |
216 | Lalas to Kunwaliya Km 0/0 to 1/0 |
217 | Undwa Ganv to Oran ka Devra |
218 | Supply of villege Name Board size 600x900 mm madeoutof1.25mmthickM.S.Sheetduly framedwith30mmOuterDiaMildSteeltube tightenedwithM.S.flat12x3mmfixedontwo posts of size 40 mm ODMS tube 3M long whole boardis processedin blue/whitestoving enamel paintandwhite/redmachinecutreflectivesheet completeinallrespectpostsdulypaintedwith black/white synthetic enamel. |
219 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
220 | Remaining Length road From Indora to Singhola |
221 | Geniya to Det K.m0/0 to 2/600 |
222 | Lalas to Kunwaliya Km 0/0 to 1/0 |
223 | Undwa Ganv to Oran ka Devra |
224 | 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. |
225 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
226 | Remaining Length road From Indora to Singhola |
227 | Geniya to Det K.m0/0 to 2/600 |
228 | Lalas to Kunwaliya Km 0/0 to 1/0 |
229 | Undwa Ganv to Oran ka Devra |
230 | Plain Cement Concrete 1:3:6with 40mm nominalmixinfoundationwithcrushedstone aggregate 40mm nominal size mechanically mixed,placedinfoundationandcompactedby vibratorincludingcuringfor14days.(MoRTH specification clause : 2100) |
231 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
232 | Remaining Length road From Indora to Singhola |
233 | Geniya to Det K.m0/0 to 2/600 |
234 | Lalas to Kunwaliya Km 0/0 to 1/0 |
235 | Undwa Ganv to Oran ka Devra |
236 | Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications. |
237 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
238 | Remaining Length road From Indora to Singhola |
239 | Geniya to Det K.m0/0 to 2/600 |
240 | Lalas to Kunwaliya Km 0/0 to 1/0 |
241 | Undwa Ganv to Oran ka Devra |
242 | ProvidingandLayingPCCM-15gradeleveling coursebelowapproachslabcompleteasper drawing and technical specifications. [MoRTH specification : 2700 |
243 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
244 | Remaining Length road From Indora to Singhola |
245 | Geniya to Det K.m0/0 to 2/600 |
246 | Lalas to Kunwaliya Km 0/0 to 1/0 |
247 | Undwa Ganv to Oran ka Devra |
248 | ProvidingandlayingReinforcedcement 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 |
249 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
250 | Remaining Length road From Indora to Singhola |
251 | Geniya to Det K.m0/0 to 2/600 |
252 | Lalas to Kunwaliya Km 0/0 to 1/0 |
253 | Undwa Ganv to Oran ka Devra |
254 | Dismantling of flexible pavements and disposal of dismantledMaterialsuptoaleadof1000mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specifi cation: Clause 202)BY MECHANICAL MEANS Bituminous Courses |
255 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
256 | Remaining Length road From Indora to Singhola |
257 | Geniya to Det K.m0/0 to 2/600 |
258 | Lalas to Kunwaliya Km 0/0 to 1/0 |
259 | Undwa Ganv to Oran ka Devra |
260 | 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 equippedforsprayingtheMaterialuniformlyat specified rates and temperatures (including cleaning of roadsurface) as per MoRTH specification Cl. 502, 112. |
261 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
262 | Remaining Length road From Indora to Singhola |
263 | Geniya to Det K.m0/0 to 2/600 |
264 | Lalas to Kunwaliya Km 0/0 to 1/0 |
265 | Undwa Ganv to Oran ka Devra |
266 | 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 weightincluding mixing of aggregate and plastic waste in hot mix plant ( the bitumen content will be as per respective clause of MORTH specification) |
267 | Leerdi to Bhilwara Border Km 0/0 to 1/0 |
268 | Remaining Length road From Indora to Singhola |
269 | Geniya to Det K.m0/0 to 2/600 |
270 | Lalas to Kunwaliya Km 0/0 to 1/0 |
271 | Undwa Ganv to Oran ka Devra |
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