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| 1 | Providing and fixing of green net work as per direction of engineer in charge. |
| 2 | Provision for writing work as per direction of engineer in charge. |
| 3 | Provision for 2d painting work as per direction of engineer in charge. |
| 4 | Provision for artistic 3d painting work as per direction of engineer in charge. |
| 5 | Excavation for roadway in soil including loading andunloading in/from truck for carrying suitable cut earth toembankment site and disposing off unsuitable earth withall lifts and lead up to 1000 Meters as per Section-300 ofthe specifications. |
| 6 | Construction of granular sub-base, spreading inuniform layers with motor grader on prepared surface,mixing by Mix in Place Method at OMC and compactingwith vibratory roller of 80-100 KN Static weight to achievethe desired density, including all lifts and lead completein all respect as per Section-400 of the specifications. Grading I |
| 7 | Providing and Laying Cement Concrete Grade M-10with 40 mm graded crushed stone aggregate, spreadingthe concrete by shovels mixing shall be in mechanicalmixer, compacting by use of pin/plate/screed vibratorsincluding form work by strong steel girders fixed byspikes. |
| 8 | Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3)with 20 mm graded crushed stone aggregate, mixing shall be inmechanical mixer, laying with paver compacting by use of pin, plate /screed vibrators including form work by strong steel girders fixed byspikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to5 m interval & filling it with hot applied bituminous sealant (without dowelbars). (max. thickness 20cm) |
| 9 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge. 1:3:6 or richer mix |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. all kind fo soil |
| 11 | Supplyingandfillinginplinthunderfloorsincluding,watering, ramming consolidating and dressing complete. Crusher stone dust |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate |
| 13 | Providing and laying in position specified grade reinforced cement convrete excluding the cost of centering and shuttering, finishing and reinforcement - All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 14 | Centering and shuttering including strutting, propping etc.and removal of form for : Foundations, footings, bases of columns, etc. For mass concrete. |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated Bars |
| 16 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. (minimum size of kota stone 0.25 sqm) Red sand stone |
| 17 | SteelworkinbuiltupM.S.tubularsection(round,squareorrectangularHollowtubeetc.)trusses/frameworketc./railingworketc.includingcutting,hoistingfixinginpositionandapplyingaprimingcoatofapprovedsteelprimer,weldedandboltedincludingspecialshapedwashers etc. complete. Hot finished welded type tubes. |
| 18 | Structural steel work riveted, bolted or welded in built upsections, trusses and framed work, including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer allcomplete: |
| 19 | Providing, laying, jointing & testing offollowing P.V.C. pipes with solventcement joint for 6, 8 and 10 kg/ sq.cm. pressures including testing ofjoints, cost of jointing materials etc.com plete in all respect. 8 Kg/Cm2 110 mm dia. |
| 20 | Providing, laying, jointing & testing offollowing P.V.C. pipes with solventcement joint for 6, 8 and 10 kg/ sq.cm. pressures including testing ofjoints, cost of jointing materials etc.com plete in all respect. 8 Kg/Cm2 160 mm dia. |
| 21 | Providing and Laying non-pressure (NP3) RCC socket &spigot pipes with rubber gasket joint including testing ofjoints. 300 mm dia |
| 22 | Supplyingandfillinginplinthunderfloorsincluding,watering, ramming consolidating and dressing complete. Mooram and hard copra |
| 23 | Brick work will well burnt open bhatta bricks crushing strength not less than25kg/cm² and water absoption not more than 20% in foundation and plinthIn cm 1:6. |
| 24 | 18mmcementplasterintwocoatsunderlayer12mmthickcementplaster1:5(1cement:5coarsesand)finishedwithatoplayer6mmthick cement plaster 1:4 (1 cement: 4 fine sand). |
| 25 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) |
| 26 | Wallpaintingwithplasticemulsionpaintofapprovedbrandandmanufacture to give an even shade: Two or more coats on new work |
| 27 | Distemperingwith1stqualityacrylicdistemper(readymixed)ofapprovedmanufacturer,ofrequiredshadeandcolourcomplete,aspermanufacturer's specification. Two or more coats on new work. |
| 28 | PaintingSteelworkwithDeluxeMultiSurfacePainttogiveanevenshade.Twoormorecoatapplied@0.90ltr/10sqmoveranundercoatof primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 29 | Providingandfixingstainlesssteel(Grade304)railingmadeofHollowtubes,channels,platesetc.includingwelding,grinding,buffing,polishingandmakingcurvature(whereverrequired)andfittingthesamewithnecessarystainlesssteelnutsandboltscompletei/cfixingtherailingwithnecessaryaccessoriesandstainlesssteeldashfasteners,stainlesssteelboltsetc.,ofrequiredsize,onthetopofthefloororthesideofwaistslabwithsuitablearrangementasperapprovalofEngineer-in-charge.(forpaymentpurposeonlyweightofstainlesssteelmembersshallbeconsideredexcludingfixingaccessoriessuchasnuts,bolts,fastenersetc.) Please Enable Macros to View BoQ information |
