Tender For Various Work Package-01/2022-23 Govt. College Aburoad Distt. Sirohi., Sirohi-Rajasthan

Various Work Package-01 / 2022-23 Govt. College Aburoad Distt. Sirohi.- 1 Clearing And Grubbing Road Landincluding Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplingsand Trees Girth Upto 300 Mm, Removal Of Stumps Of Trees Cut Earlierand Disposal Of Unserviceable Materials And Stacking Of Serviceable Material Upto A Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding In 150 Mm Thickness As Per Morth Specification Clause 201 By Mechanical Means . A. In Area Of Light Jungle 2 Earth Work In Excavation, Including Stacking / Disposal Of Surplus Material With All Lifts And Lead Upto 495 Metres, Exclusive Of Compensation Of Earth [ Morth Specification : Clause 301 To 305 ] In Ordinary Soil Mechanically By Power Shovel, Including Mechanical Loading And Carriageby Tipper / Dumper ( 6T Capacity ) Carriage Of Sand, Bajri, Ballast, Stone, Boulders, Kankar & Gravelly Material Includind Loading & Unloading ( Morth Specification : 514.5 Table 500.28 ) For Lead Above 495Mtup To 1000Mt ) To Be Included In The Respective Item ) . Add For Each Subsequent Km. Lead Above 1 Km. Upto 10 Km. 3 Extra For Laying Earth As Per Specification For Compaction In 200 Mm Thick Loose Layers And Dressing [ Morth Specification Clause 305.3.5 ] . By Manual Means : When Laying Of Earth In Layers Is Done From Stockpiles Including Breaking Of Clods And Dressing With All Lead And Lift But Excluding Rolling And Watering. 4 Extra For Watering The Earth To Bring The Earth Upto Required O.M.C Excluding Rolling 5 Extra For Rolling To Specification With Power Roller, 8-10 Tonne When Earth Is At Suitable Moisture Content With Dry Field Density Not Less Than 100 % Of Maximum Dry Density ( Ordi-Nary Procter Test ) .Excluding Watering. 6 Providing And Laying Granular Sub-Base Material Having P.I.Not More Than 6, Including Spreading In Layers Not Exceeding 150 Mm Compacted Thicknessand Consolidation By 8-10 Tonne Power Rollerto Required Camber And Grade Including Cost Of Water And Hire Charges Of Machinery, Including T&P With All Lead ( Compacted Thickness To Be Measured ) .As Per Morth Specification Table 400-1, 400-2 : For Grading-I With Cbr Value Not Less Than 30. To Attain 100% Proctor Density. 7 Providing, Laying, Spreadingand Compactingstone Aggregate Of Specfic As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing Roll-Ing With Vibratory Rollerin Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening And Binding Materials To Fill-Up The Interstices Of Coarse Aggregates Watering ( With Water Browser ) And Rolling Making Necessary Earthen Bund To Protect Edegs, Lighting, Guarding, Barricading And Maintenance Of Diversion Etc. [ Morth Specfication : Clause 404 ] ( By Manual Means ) . By Manual Meansgrading Ii , 63 Mm To 45 Mm@ 0.91 Cum Per 10 Sqm For Compacted Thickness Of 75 Mm. ( Crusher Broken ) Stone Screening Type B 8 Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub-Base With 43 Grade Cement @ 400 Kg Per Cum , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrance, Sealant Primer, Joint Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing Complete As Per Morth Specification Clause 602. 9 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter. All Kinds Of Soils 10 Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) . 11 Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In: Cement Mortar 1:6 ( 1-Cement : 6-Sand ) . 12 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete.75Mmthickwith20mmthicknominalsizeaggregate. 13 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finish :20Mm Thick. 14 Random Rubble Stone Masonry With Hard Stone In Superstructure Aboveplinth Level And Upto Five Levelabove 30Cm. Thick Walls In :Cement Mortar 1:6 ( 1-Cement : 6-Sand ) . 15 Providing And Fixing Steel Gate, Grating , And Grills Made Of Angles, Tees, Square Bars, Flats, Or Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide 16 Providing Corrugated G.S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead And Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete ( Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces ) Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Whenever Required.0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm / M2 17 Providing And Fixing 15 Cm Wide 45 Cm Over All Semi Circular Plain G.S. Sheetgutter With Iron Brackets 40X3mm Size, Bolts, Nuts And Washers Etc. Including Making Necessary Connections With Rain Water Pipes Complete.0.63Mm Thick 18 Steel Work In Built Up Tubular Trusses Including Cutting, Hoisting ( Height Upto 10 M ) Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Welded And Bolted Including Special Shaped Washers Etc. Complete.Hot Finished Welded Type Tubes. 19 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade :Two Or More Coats On New Work 20 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) .For Area Of Each Slab From 2001 To 5000 Sq.Cm 21 Construction Of Open Surfacedrain With 112Mm Thick Brick Masonry In Cm 1:4, 110Mm Thick Base Concrete 1:5:10, 37Mm Thick M-15 Grade C.C. Flooring , 12Mm 1:4 Cement Plaster On All Exposed Faces Of Walls Including Top Surface Excavation & Disposal Of Earth Complete As Per Approved Design / Drawing:250Mm Drain, 300Mm Av. Depth 22 Construction Of Chamber In All Type Of Soil With 300 Mm Thick Masonry In Cm 1:6 M, 10 Cm Thick C.C. 1:5:10 In Foundation, 20Mm Thick Insider Plaster In Cm 1:6, Finished With Floating Neat Cement, 50Mm Thick M-15 Grade C.C. Flooring , Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr. Inside Size 450 X 450Mm Depth Upto0.5 M Cement Cover With Frame 23 Demolishing Lime Concrete Manually / By Mechanical Means And Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 24 Grading Roof For Water Proofing Treatment Withwater Proffing Compoundcement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 25 Providing & Laying Broken Glazed Titles On Roof ( Broken Glazed Tilesnot Less Than 9 Kg / Sqm ) On Top Of Hot Bitumen @ 1.7 Kg / Sqm. ( 1.40 Kg Ofvg-40 ( 30 / 40 ) Grade And 0.30 Kg / Sqm. Ofvg-10 ( 80 / 100 ) Grade ) And Joints Filled With Cement Mortar 1 :2 ( 1 Cement:2 Marble Dust Mixed With Water Proofing Compund All Complete As Per Direction Of Engineer-In-Charge. 26 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 ( 1 Cement : 2Coarse Sand : 4 Stone Aggregate 10Mm And Down Gauge ) Includingfinishing With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) As Per Standard Design : 27 Providing, Laying, Spreadingand Compactingstone Aggregate Of Specfic As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing Roll-Ing With Vibratory Rollerin Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening And Binding Materials To Fill-Up The Interstices Of Coarse Aggregates Watering ( With Water Browser ) And Rolling Making Necessary Earthen Bund To Protect Edegs, Lighting, Guarding, Barricading And Maintenance Of Diversion Etc. [ Morth Specfication : Clause 404 ] ( By Manual Means ) . By Manual Means Grading Iii, 53 Mm To 22.4 Mm, @ 0.91 Cum Per 10 Sqm For Compacted Thickness Of 75 Mm. ( Crusher Broken ) ) Stone Screening Type B 28 Providing And Laying In Position Specified Grade Ofcement Concrete Forall Rcc Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcement. M20 Grade Nominal Mix / Design Mix 29 Centering And Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways And Removal Of Formwork For Foundation , Footings, Strap Beam, Raft , Bases Of Columns Etc. 30 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. ( Original Producers Who Manufacture Billet Directly From Iron Ores And Roll The Bilets To Produce Steel Conforming To Is:1786 ) Thermo-Mechanically Treated Bars ( Conforming Of Relevent Is Code ) 31 P&F Rigid Pvc Pipe ( Is:4985 Mark ) Class Ii / ( 4 Kg. / Cm2. ) Approved Quality / Makeincluding Joining The Pipe With Solvent Cement Rubber Ring And Lubricant.160 Mm Dia 32 Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Rackingofjointsetc. Complete Fine Finish : 25 Mm Thick. 33 Providing And Fixing Steel Gate, Grating , And Grills Made Of Angles, Tees, Square Bars, Flats, Or Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide Extra If Square, Rectangular Hollow Tubelarsections Are Used Or Grill Made By Flats Only 34 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30Cm In Depth. 1.5M In Width As Well As 10 Sqm On Plan ) Including Disposal Ofexcavated Earth, Lead Upto 50M Andlift Upto 1.5 M , Disposed Earth To Be Levelled And Neatly Dressed : All Kinds Of Soil 35 Extra For Rolling To Specification With The Use Of Vibratory Roller When Earth Is At Suitable Moisture Content With Desired Field Density Not Less Than 95% Of Maximum Dry Density ( Modify Heavy Proctor Test ) , Excluding Watering. 36 Supply & Stacking Good Soil Of Earth At Site Complete Including Loading Unloading & Transportation Etc.Good Soil Of Earth 37 Maintenance Of Lawnspreading Of Manure , Good Earth In Required Thickness ( Cost Of Manure And Good Earth To Be Separately ) 38 Mixing Earth And Sludge Or Farm-Yard Manure In Proportion Specfied Or As Directed. 39 Manintance Of Lawns With Fine Grassing For The First Year Including Watering Etc. 40 Edging With 2Nd Class Bricks Laid Dry Length Wise Including Excavation Refilling, Consolidating With And Packing And Spreading Nearby, The Surplus Earth Within Lead Of 50 Metres. 41 Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 42 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. Farm Yard Manure ( Organic ) 43 Supplying And Filling In Plinth With River Sand Under Floors Including Watering Ramming Consolidating And Dressing Complete Including Cost Of Sand 44 Maintenance Of Lawnirrigation Of Lawn 45 Maintenance Of Lawnuprooting Weeds From The Lawn Plots And Trenched Area After 10 To 15 Days Of Its Flooding With Including Disposal Of Uprooted Vegetation

INR 1000 /-

INR 178400.0 /-

INR 89.20 Lakhs /-

Name of Work: Various workPackage-01/2022-23 Govt. College Aburoad Distt. Sirohi.

Sl. No.	Item Description
1	Clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 By mechanical Means . A. In area of light jungle
2	Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In ordinary Soil Mechanically by power shovel, including mechanical loading and carriageby tipper/dumper (6T capacity) Carriage of Sand, bajri, ballast, stone, boulders, kankar & gravelly material includind loading & unloading( MORTH specification : 514.5 table 500.28 ) For lead above 495mtup to 1000mt ) to be included in the respective item). Add for each subsequent Km. Lead above 1 KM. Upto 10 KM.
3	Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5]. BY MANUAL MEANS : When laying of earth in layers is done from stockpiles including breaking of clods and dressing with all lead and lift but excluding rolling and watering.
4	Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
5	Extra for rolling to specification with Power Roller, 8-10 tonne when earth is at suitable moisture content with dry field density not less than 100 % of maximum dry density (Ordi-nary Procter test).excluding watering.
6	Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-I with CBR value not less than 30. to attain 100% proctor density.
7	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual MeansGrading II , 63 mm to 45 mm@ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken) Stone screening type "B"
8	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
9	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
10	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
11	Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).
12	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate.
13	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.
14	Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand).
15	Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
16	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.0.63 mm thick with zinc coating not less than 275 gm/m2
17	Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheetgutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.0.63mm thick
18	Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes.
19	Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work
20	Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand).For area of each slab from 2001 to 5000 Sq.Cm
21	Construction of Open SurfaceDrain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing:250mm drain,300mm Av. depth
22	Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. inside size 450 x 450mm depth upto0.5 M Cement cover with frame
23	Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge.
24	Grading roof for water proofing treatment withwater proffing compoundCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
25	Providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg ofVG-40 (30/40 )grade and 0.30 Kg/Sqm. OfVG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge.
26	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
27	Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual Means Grading III,53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken)) Stone screening type "B"
28	Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
29	Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
30	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)
31	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.160 mm dia
32	Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick.
33	Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelarsections are used or grill made by flats only
34	Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil
35	Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density (Modify Heavy Proctor test), excluding watering.
36	Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth
37	Maintenance of lawnSpreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
38	Mixing earth and sludge or farm-yard manure in proportion specfied or as directed.
39	Manintance of lawns with fine grassing for the first year including watering etc.
40	Edging with 2nd class bricks laid dry length wise including excavation refilling,consolidating with and packing and spreading nearby, the surplus earth within lead of 50 metres.
41	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
42	Supply of dry manure including loading unloading,transportation & stacking at site. Farm yard manure(organic)
43	Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
44	Maintenance of lawnIrrigation of lawn
45	Maintenance of lawnUprooting weeds from the lawn plots and trenched area after 10 to 15 days of its flooding with including disposal of uprooted vegetation