Various Development Works In Jda Residential Scheme At Village Benadmai Daulatpura In Zone 12A, Jda Jaipur - 1 Clearing Grass and Removal of Rubbish 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 18.710 Hectare 5400.00 101,034.00 2 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 crosssections, 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 56,250.000 Cum 26.10 1,468,125.00 3 Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5 56,250.000 Cum 31.50 1,771,875.00 4 Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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 6,530.000 Cum 400.50 2,615,265.00 5 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 MoRD Specification Clause 408. Using naturally occuring gravel 2,010.000 Cum 360.00 723,600.00 6 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 to 100kN 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 5,662.500 Cum 1071.00 6,064,537.50 7 Prime Coat 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 22,650.000 Sqm 31.50 713,475.00 8 Tack Coat 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. 22,650.000 Sqm 9.00 203,850.00 9 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. 22,650.000 Sqm 10.80 244,620.00 10 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 2,593.425 P.MT 2722.50 7,060,599.56 11 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) 2,083.800 P.MT 2934.00 6,113,869.20 G-Schedule Name Of Work : Various development works in JDA residential scheme at village Benadmai Daulatpura in zone-12A, JDA, Jaipur Amount And Rate In (Rs.) 12 Survey of Proposed road including printout of Plan, L-Section & Cross section on A-3 size paper in three copies & one soft copy of approved media (For L-Section levels are to be taken at an interval of 25m on plain terrain and 10m on rolling & at CD works) including computation of quantities of earth work in cutting/filling as per L-Section & Cross section 8.500 P.Km 1890.00 16,065.00 13 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. 200.000 Each 1013.00 202,600.00 14 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 18.710 Per Hect 1300.00 24,323.00 15 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704 75.000 Each 301.50 22,612.50 16 Excavation for Structures Earthwork 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 suitable material. Ordinary soil Upto 3 m depth 2,716.875 Cum 111.60 303,203.25 17 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 416.250 Cum 2646.00 1,101,397.50 18 Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:4 cement mortar 1,462.500 Cum 1948.50 2,849,681.25 19 Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses Random rubble masonry In 1:4 cement mortar 860.625 Cum 2128.50 1,831,840.31 20 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 5,400.000 Sqm 108.00 583,200.00 21 Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Cla P.C.C grade M 15 Nominal mix (1:2.5:5) 78.750 Cum 2970.00 233,887.50 22 Marking Centre Line and stop lines etc. on road as per IRC pattern 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 and special applicator machine complete with labour material and traffic diversion arrangements. 2,325.000 Sqm 436.50 1,014,862.50 23 Supply of JCB (excavator cum loader) Type 3D on hire including POL & driver at different sites as Directed by Engineer in charge. 56.000 Per Hour 745.00 41,720.00 24 Supplying of 35 HP Diesel Tractor Trolly with hydraulic lift Trolley on hire with driver, cleaner and POL at different sites of JDA region as Directed by Engineer in charge. 28.000 Per Shift of 8 hrs 1290.00 36,120.00 25 Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] 900 mm Dia 150.000 Mtr 5691.00 853,650.00 26 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 1.00 M x 1.00 M 100.000 R.Mtr 15457.00 1,545,700.00 27 Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
