Construction Of Various Works Under Np Fund At Pimpalgaon Baswant Np Civil Works- 1 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means. ( Item used only when Quantity is below 10 Cu.m.) 2 Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 3 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. 4 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 5 Supplying soft murum at the road site, including conveying and stacking complete. 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. 8 Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. 9 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material 10 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material 11 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material 12 BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1,premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) 13 Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) 14 Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) 15 Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. 16 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 17 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 18 ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) 19 Providing and laying Cast in situ/Ready Mixcement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenand honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered bygunnybag,plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade) 20 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 21 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 22 Providing and laying Cast in situ/Ready Mix C.C. M-30 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary,steelcentering,formwork,coverblocks, laying/pumping,compacting,curing, finishing and roughening them to form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be providedand curingcomplete(Excludingreinforcementandstructuralsteel).withfully automaticmicro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer). With fine aggregate (Crushed sand VSI Grade) 23 ProvidingfirstclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 in plinth including bailing out water manually, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering etc. Complete. 24 Providinguncoursedrubblemasonryoftrap/granite/quartzite/gneissstonesincement mortar1:6infoundationandplinthofinnerwalls/inplinthofexternalwallsincluding bailing out water manually , striking joints on un exposed faces and watering etc.complete. 25 Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x225)mm in extra fine jointing mortar of fixoblock of in foundaions and plinth of inner walls/inplinthexternalwallsincludingbailingoutwater,striking jointsonunexposed faces,racking out joints on exposed faces and watering etc.complete 26 Providingandfixingbituminouspad25mmthickforexpansionjointsinretainingwall, compound wall etc. complete. 27 Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. 28 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoatroughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurfacebytakingoutgrainsandcuringforfourteendays scaffolding etc.complete. 29 ProvidingandfixingheavydutyinterlockingconcreteGreypavingblocksof80mm thickness of having a strength of 300 Kilogram/Sq.cm. of approvedquality andshape ona bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaningetc. complete. 30 ProvidingandlayingVitrifiedmirror/glossyfinish havingdecorativetypeofsize590 millimeter to 605 millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc . complete. 31 Providing and applying plastic emulsion paint of approved quality, colour and shade to old surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. 32 ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cmx90cm including1:4:8cementconcretefoundation1:2:4cementconcretechannelshalfround G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75Kilogramwith lid and frame fixed in cement concrete. 33 Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 Kilogram) 34 Providing and supplying of Cement (OPC grade 43) 35 Providing and supplying Upvc sanitary pipes all 15 mm dia. 36 Providing of Jeep/vehicle for conveying surey material, Engineers, labours etc. complete 37 ProvidingMason I Class Skilled 38 Providing Excavator (JCB JS 80 0.9 Cum) with driver and disel 39 Tandem VibratoryRoad Roller 8 MTe 40 Tipper -10 cum (20 Km/Hr) with driver and Diesel 41 Providing Crane 40 MTe capacity with driver and Diesel 42 Providing Crane 10 MT capacity with driver and Diesel 43 Providing of Jeep/vehicle for conveying surey material, Engineers, labours etc. complete
