Construction Of Culvert On Nallah (Mayur) At Mohallah Shagaran Chuchot Gongma Iadv. Cost: 7.95 Lacsscheme:Sdp Block: Chuchot, Leh-Jammu And Kashmir

Construction Of Culvert On Nallah ( Mayur ) At Mohallah Shagaran Chuchot Gongma Iadv. Cost: 7.95 Lacsscheme:Sdp Block: Chuchot , Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) Over Areas ( Exceeding 30Cm In Depth, 1.5Mtr In Width As Well As 10Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Upto 50M And Lift Upto 1.50 M, Disposed Earth To Be Levelled And Neatly Dressed:All Kinds Of Soil , Providing And Fixing Of Dry Stone Solling In Horizontal Layer Including Cost Of Stone Complete Job , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering- All Work Upto Plinth Level. 1:3:6 ( 1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 20Mm Nominal Size ) ( A ) Crushed , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering- All Work Upto Plinth Level 1:2:4 ( 1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Crushed , Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, AbutmenTs, Posts Ans Sturts, Etc. Upto Floor Five Level Excluding Cost Of Centring, Shuttering, Fmishing And Reinforcement.1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Crushed Stone Aggregate 20Mm Nominal Size ) , Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Thermo-Mechanically Treated Bars. , Centnng And Shuttering Including Strutting~ Propping Etcand Removal Of Form Work For Columns, Piers, Abutments, Pillars, Posts And Struts. , Centnng And Shuttering Including Strutting~ Propping Etcand Removal Of Form Work For Suspended Floors, Roofs, Landings, Balco Nies And Access Platform. , Centnng And Shuttering Including Strutting~ Propping Etcand Removal Of Form Work For Edges Of Slabs And Breaks In Floors Andwalls. Above 20Cms Wide , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth Using Nallah Stone Without Bond Stone , Providing And Laying Damp-Proof Course 50Rnm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand 4 Graded Stone Aggregate 20Mm Nominal Size Crushed. , Providing And Laying Of Ms Pipe 12 Dia. Including Earthwork, Loading , Unloading , Carriages Complete Job. Complete Job. , Earth Work In Rough Excavation, Banking Excavated Earthin Layers Not Exceeding 20 Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With 1 / 2 Tonne Roller Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up In Embankments For Roads, Flood Banks, Marginal Banks And Guide Banks Or Filling Up Ground Depressions, Lead Upto 50 M And Lift Upto 1.5 M In All Kinds Of Soil: , Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Eachdeposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. , Carriage Of Stone Avy. Lead Of 15 Km By Mt , Carriage Of Cement And Steel Avg. Lead Of 20 Km By Mt , Carriage Of Sand And C. Aggregate Avg, Lead Of 15 Km By Mt

INR 500 /-

INR 15900.0 /-

INR 7.95 Lakhs /-

Name of Work: CONSTRUCTION OF CULVERT ON NALLAH (MAYUR) AT MOHALLAH SHAGARAN CHUCHOT GONGMA IAdv. cost: 7.95 lacsScheme:SDP Block: CHUCHOT

Sl. No.	Item Description
1	Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed:All kinds of soil
2	Providing and fixing of dry stone solling in horizontal layer including cost of Stone complete job
3	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)(A) Crushed
4	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)Crushed
5	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement.1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)
6	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars.
7	Centnng and shuttering including strutting~ propping etcand removal of form work for Columns, piers, abutments, pillars, posts and struts.
8	Centnng and shuttering including strutting~ propping etcand removal of form work for Suspended floors, roofs, landings, balco nies and access platform.
9	Centnng and shuttering including strutting~ propping etcand removal of form work for Edges of slabs and breaks in floors andwalls. above 20cms wide
10	Dry random rubble masonry with hard stone in foundation and plinth using nallah stone without bond stone
11	Providing and laying damp-proof course 50rnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size crushed.
12	Providing and laying of ms pipe 12"" dia. Including earthwork, loading , unloading ,carriages complete job. Complete job.
13	Earth work in rough excavation, banking excavated earthin layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
14	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
15	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
16	Carriage of Stone avy. Lead of 15 Km by MT
17	Carriage of cement and Steel avg. Lead of 20 Km by MT
18	Carriage of sand and C. aggregate avg, lead of 15 KM by MT