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| 1 | Conducting fresh detailed physical Machine (DGPS) with built-up area upto 10% per Hectare, General conditions: 1. For built-up area more than10% the rates shall be as under : Sr. No. Type Of Area Rates Payable A) Fresh Works Upto 10% Built UpQuoted Rate1 For Built Up Area 10% To 50% - 1.5 Times of Quoted Rate 2 For Built Up Area Above 50% -2.0 Times of Quoted RateB) Updation Works1 For Built Up Area Up To 10%0.25 Times Of Quoted Rate 2 For Built Up Area Up To 10% To 50% - 0.375 Times Of Quoted Rate 3 For Built Up Area Above 50% 0.5Times Of Quoted Rate 2. The survey work shall includeTotal Station Machine Survey (DGPS), Revenue Map, MDP-2025 andrelevantZDP,MDP-2011andSchemesapprovedonor adjacent to the site, boundary walls, built up, other structures & features on or adjacent to the site and any other layer as required by JDA. 4. The Absolute accuracy of the survey shall be less then 10 cm. 5. Work shall be done by Total Station Machine and relevant GIS Software such ArcGIS/QGIS/Arc Info software or other relevant GIS Software and AutoCAD Software aspertherequirementofJDA.6.Surveyworksubmitted should be GEO Referenced with time and datestampoftheagency.7.Surveyshallincludeequally detailedsurveyofminimumof100mradiusofsurrounding area for every work order area, as per the requirement of JDA. Not additional payment shall be made for this surrounding area survey. 8. Agency have to submit the SHP, KML/KMZ, DWG and Tiff format files with soft copy of survey in datestampoftheagency.7.Surveyshallincludeequally detailedsurveyofminimumof100mradiusofsurrounding area for every work order area, as per the requirement of JDA. Not additional payment shall be made for this surrounding area survey. 8. Agency have to submit the SHP, three sets as per JDA requirement. 9. Agency have to submit minimum three colored hard copy with time and date stamp of the agency of survey work in a proper scale as per requirement of JDA. 10. Complete Survey shall be uploaded on server by theAgencyaspertherequirementofJDA.11.Noextra payment shall be made for ground verification or checking of survey work at site by the Engineer-incharge.KML/KMZ, DWG and Tiff format files with soft copy of survey in 12. Payment shall be made after physical verification of work. |
| 2 | \"Demarcation(byTotalstation)ofschemes,Nallha,road, sector plan, master plan road and marking alignment or road with fixing of the center line by wooden pegs (5x5x45 cm) on ground as per respective drawings and master plan including fixing of pillars size up to (10cm dia at the top & 15mm dia at bottom 75cm height) for demarcation of corners center lines as per the direction Engineering in Charge Open area schemes,Nallha,road,sectorplan,masterplanroadand markingalignmentorroadwithfixingofthecenterlineby woodenpegs(5x5x45cm)ongroundasperrespective drawingsandmasterplanincludingfixingofprecastpillars supplied by JDA at JDA store pillar size up to (15 cm at the top & 22.5 cm at bottom 2.4 mt height) for demarcation of roads as per the direction Engineering in Charge Open area |
| 3 | Clearing Grass and Removal of RubbishClearing Grass and Removal of Rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201.By Manual Means |
| 4 | Supply and fixing of NP-2 pipes 200mm dia and 2 meter length on60-75cmwithfillingofearthinpipes.Pipeshouldbe painted with enamel paint in alternate strips of 20cm width and inonemetelengthwithRed/Whitecolourcompleteasper direction of Engineer In Charge. |
| 5 | SupplyofJCB(excavatorcumloader)Type3Donhire including POL & driver at different sites as Directed by Engineer in charge. |
| 6 | Supplyingof35HPDieselTractorwithbladeonhirewith driver,cleanerandPOLatdifferentsitesofJDAregionat Directed by Engineer in charge. |
| 7 | Lettering with black Japan paint of approved brand andmanufacture. |
| 8 | 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, fixed over aluminium sheeting, 1.5 mm thicksupported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm belowground level as per drawings and MoRD Specification Clause 1701900 mm equilateral triangle |
| 9 | Supplying & Fixing cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stoveenamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long : 90 cm equilateral triangle |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specificationsclause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 |
| 11 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtainedfrom borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5 |
| 12 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 mand lead upto 1000 m as per MoRD Specification Clause 302.3 |
| 13 | Carriage of material from quarry/crusher to work site including loading, unloading andstacking all complete. Earth, Sand, Lime, Morrum manure or sludgeFor all lead & lift |
| 14 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.For Grading I Material |
| 15 | 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 to100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables400.11 & 400.12 and MoRD Specification Clause 406. ByMechanical Means with 1 km lead |
| 16 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRD Specification Clause 502 |
| 17 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause503. |
| 18 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503. |
| 19 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher withsensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 507 complete in all respects. for Grading II ( 19 mm nominal size ) |
| 20 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in allrespects for Grading-II (13 mm nominal size) Bitumen (VG-30) |
| 21 | Providing and fixing reinforced concrete precast kerb stone or dand R.Mtr of M-20 grade cement concrete 120 cm long having 4 Nos. bars of 8 mm dia hysd and stirrups 6 Nos of 6 mm diaas per IS with in built provision of interlocking of jointing and lifting compaction of reinforced concrete by mechanical and lifting compaction of reinforced concrete by mechanical andtable vibrators jointing at site with cement mortar 1:4 complete in all respect as directed by Engineer incharge on: 100 mm thick cement concrete 1:4:8 (1 Cement : 4 Coarsesand : 8 stone aggregate 20 mm thick nominal size) including excavation of earth and cutting of BT road cutting of WBM roadetc. and disposal of surplus material with all lead and lift.The size of kerb shall be (11.5+16.5)/2*30+(16.5*7.5) |
| 22 | Marking Centre Line and stop lines etc. on road as per IRCpattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material andtraffic diversion arrangements. |
| 23 | Granular sub-base/base/surfacecourse with local materials (Table400.13) by mix in place methodnormalConstructionof granularsub base by providing local materialspreading in uniform layers with motor grader on prepared surface,mixing bymix inplacemethodwithrotavatoratonceandcompactingwithsmooth wheel roller to achieve the desireddensitycompleteasperClause401.4 as per MoRD SpecificationClause 408. Using naturally occuring gravel |
| 24 | Supplying and fixing of Single Molded twin Shank RaisedPavement 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 accordanceto 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 andusing epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. (manufactured from 3M, Avery or equivalent) |
| 25 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Cla R.C.C. grade M 25 |
| 26 | Supplying, fitting and placing TMT bar reinforcement (Fe 415)in substructrue complete as per drawings and MoRDspecification Clauses 1002, 1005, 1010 & 1202 |
| 27 | Supply of Swiss type of Hazard marker, made out of 2 mmthick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting,on all four side |
| 28 | Painting Two Coats on New Concrete Surfaces Painting twocoats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD SpecificationClause 1701 |
| 29 | Supply of ‘L’ type Bollard made out of 1.25 mm thick sheet height 134 cm, welded in circular type ring section having upper dia 15 cm. and lower dia 21 cm with another attachment of 15x15 cm circular section with 15 cm. face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 hands, each of 7.5 cm end one reflective sheet of 15 cm. dia provided to it complete in allrespect. |
| 30 | Providing cutting, hoisting and fixing in position including fabrication of 4mm thick aluminium composite panel sheet (ACP) made of two aluminium sheet of 0.50mm thick eachhaving a distance of 3.00mm filled with rubber polymer to the entire satisfaction of engineer in charge confirming to variousconcerned ASTM standards includes nuts and bolts/ riveting |
| 31 | Supplying and fixing of micro prismatic retro reflective sheeting confirming to type XI of ASTM D4956, shall be pressure fixedto the full face of the ACP sheet as back ground sheet (in approved colour) and the top layer will be overlaid with electro cut transparent film of approved make and colour to create thedesired road sign including cutting, cleaning and pasting etc. Complete as per design, drawing and direction of engineer incharge. (Payment shall be made for flat area of sheet), Make 3M/Avery Dennison or equivalent as approved by EIC,Confirming to type XI of ASTM D4956 |
| 32 | Providing and fixing in position high bond (VHB) double tape 24mm wide 2.3mm thick for jointing ACP sheet with SS/MS frame including all processes like cleaning, cutting, chemicalapplication, pressing etc. as per sample approved by the engineer-in-charge. |
| 33 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cuttingwelding and fabrication with priming coat of red oxide |
| 34 | Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts including jointing endsand fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including allmaterial, labour form work, machinery.600 mm internal diameter |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specificationsClause 802, 803, 1202 & 1203P.C.C. grade M 20 Nominal mix (1:2:4) |
| 36 | Laying Reinforced Cement Concrete Pipe NP4 as per MoRD specification Clause 1402.6 Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 11061000 mm dia |
| 37 | Earthworkinexcavationforstructuresasperdrawingand MoRD specification Clause 305.Excavation for StructuresErthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soilUpto 3 m depth |
| 38 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawingand technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, andConcrete Pump.R.C.C.M-35 grade |
| 39 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not lessthan 25 kg each as per drawing and MoRD specifications Clause1301 |
