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| 1 | Sprinkling of water around Helipad as direction given by engineer-in-charge |
| 2 | Providing & covering by GOBAR LAP on Helipad as direction given by engineer-in-charge |
| 3 | Barricading with salballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto 2.5m centre to centre and for 3days period including removal and cleaning the site complete in all respect.Height 1.2m upto 1.5m above ground level.Complete |
| 4 | Repair to potholes and removal of loose material, trimming of sides, cleaning of surface by providing tackcoat, 20mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 |
| 5 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 By Mechanical Means In area of non-thorny jungle |
| 6 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means |
| 7 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRTH specification Clause 3003 |
| 8 | 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 traffic diversion arrangements. |
| 9 | Supply&FixingofChevronsignofsize75x60cmmadeoutofaluminumsheet2mmthickwithfixingprovisiononM.S.angleironpost50x50x6mm3Mlongscrewedwithstainlesssteelnutboltsof8mmdia,plateiscoveredbyhighintensitygradeyellowretro-reflectivesheetingandblackscreenprintedarrowonRetroReflectiveSheet,completeinallrespect.Comp.inallrespectdulypostpaintedinalternatebandofBlack/Whitesyntheticenamel paint & hold fast at bottom |
| 10 | Providing and laying reinforced cement concrete pipe NP3 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 wall sand parapets Clause2905. 1000 mm dia |
| 11 | ProvidingandlayingreinforcedcementconcretepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingcollarwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,concreteandmasonryworksinheadwallsandparapetsClause2905. 600 mm dia |
| 12 | ProvidingandlayingreinforcedcementconcretepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingcollarwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,concreteandmasonryworksinheadwallsandparapetsClause2905. 300 mm dia |
| 13 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metersexclusive of compensation of earth as per MoRTH Specification Clause 301 to 305 In ordinary Soil Depth up to 3m |
| 14 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone)as per Table400-1, 400-2 or any other course material as per design mix , as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720)including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means with a lead of 1km. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar 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 80to100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 &400-13 and MoRTH Specification Clause 406. By Mechanical Means with a lead of 1km. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar |
| 16 | Structural Cement concrete for plain concrete/reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete-[MoRTH Specification: Clause 1500&1700] R.C.C including formwork. For All Rajasthan except Hanumangarh P.C.C. grade M15 upto 5 metre height |
| 17 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth |
| 18 | Construction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300-1 and 300-2 with a lead upto 50m as per MoRTH Specification Clause 305.3 |
| 19 | Earth, Sand, Lime, Morrum manure or sludge FOR 20.00 KM |
| 20 | Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figureswith synthetic enamel paint as per IRC specifications. |
| 21 | 5th Kilometre Stone |
| 22 | Ordinary Kilometre Stone |
| 23 | Guide Stone, Guard Stone, Tree Guards and Posts |
| 24 | Traffic Sign Boards (cautionery, mandatory & informatory) |
| 25 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 26 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By manual means |
| 27 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 28 | Providing andl aying bituminous concrete with 100-120TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @5.2 &5.4 percent 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 desiredc ompaction as per MoRTH Specifications Clause507 complete in all respects. For All Rajasthan except Bikaner and SriGanganagar for Grading-I ( 19 mm nominal size ) Bitumen (VG-30) Please Enable Macros to View BoQ information |
