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| 1 | Conducting fresh detailed physical survey Total Station Survey Machine (DGPS) with built-up area upto 10% – per Hectare.General conditions:-1. For built-up area more than 10% the rates shall be as under:-Sr.No. Type Of Area Rates PayableA) Fresh Works Upto 10% Built Up Quoted Rate1 For Built Up Area 10% To 50% - 1.5 Times of Quoted Rate2 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 Rate2 For Built Up Area Up To 10% To 50%- 0.375 Times Of Quoted Rate3 For Built Up Area Above 50%- 0.5 Times Of Quoted Rate2. The survey work shall include Total Station Machine Survey (DGPS), Revenue Map, MDP-2025 and relevant ZDP, MDP-2011 and Schemes approved on or 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.3. The Absolute accuracy of the survey shall be less then 10 cm.4. 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 as per the requirement of JDA.5. Survey work submitted should be GEO Referenced with time and date stamp of the agency.6. Survey shall include equally detailed survey of minimum of 100m radius of surrounding area for every work order area, as per the requirement of JDA. No additional payment shall be made for this surrounding area survey.7. Agency have to submit the SHP, KML/KMZ, DWG and Tiff format files with soft copy of survey in three sets as per JDA requirement.8. 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.9. Complete Survey shall be uploaded on server by the Agency as per the requirement of JDA.10. No extra payment shall be made for ground verification or checking of survey work at site by the Engineer-incharge.11. Payment shall be made after physical verification of work. |
| 2 | Supply and fixing of NP-2 pipes 200mm dia and 2 meter length on 60-75 cm with filling of earth in pipes. Pipe should be painted with enamel paint in alternate strips of 20cm width and in one mete length with Red/White colour complete as per direction of Engineer In Charge. |
| 3 | \"Demarcation (by Total station) of schemes, 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 pre cast pillars supplied by JDA at JDA store pillar 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 |
| 4 | Clearing 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 |
| 5 | Supply of JCB (excavator cum loader) Type 3D on hire including POL & driver at different sites as Directed by Engineer in charge. |
| 6 | Supplying of 35 HP Diesel Tractor with blade on hire with driver, cleaner and POL at different sites of JDA region at Directed by Engineer in charge. |
| 7 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701 |
| 8 | Lettering with black Japan paint of approved brand and manufacture. |
| 9 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from 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 |
| 10 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 m and lead upto 1000 m as per MoRD Specification Clause 302.3 |
| 11 | Earth, Sand, Lime, Morrum manure or sludge For 10 Km. |
| 12 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 |
| 13 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 II Material |
| 14 | Wet Mix Macadam 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 Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead |
| 15 | 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. |
| 16 | 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 Clause 503. |
| 17 | Low porosity 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 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 |
| 18 | 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 specified grading, 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 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 MoRT&H Specifications Clause 507 complete in all respects. for Grading II ( 19 mm nominal size ) In MT |
| 19 | 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 required grade, 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 all respects for Grading-II (13 mm nominal size) Bitumen (VG-30) |
| 20 | Retro-reflectorised Traffic Signs 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 thick supported 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 below ground level as per drawings and MoRD Specification Clause 1701900 mm equilateral triangle |
| 21 | Supplying & Fixing cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stove enamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long : 90 cm equilateral triangle |
