P/O 2 Nos Supporting Wire For 260 Feet High Communication Pole At Jutogh Cantt Distt Sml Provision Of 2 Nos Supporting Wire For 260 Feet High Communication Pole At Jutogh Cant Distt Shimla Hp, Shimla-Himachal Pradesh

P/O 2 Nos Supporting Wire For 260 Feet High Communication Pole At Jutogh Cantt Distt Sml Provision Of 2 Nos Supporting Wire For 260 Feet High Communication Pole At Jutogh Cant Distt Shimla Hp , Sub-Head : Earth Work , 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 Getting Out And Disposal Of Excavated Earth , Lead Up To 50M And Lift Up To 1 . 5M , As Directed By Engineer-In-Charge . , All Kinds Of Soil , 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 Getting Out And Disposal Of Excavated Earth , Lead Up To 50 M And Lift Up To 1 . 5M , As Directed By Engineer-In-Charge . , Ordinary Rock , Filling Available Excavated Earth ( Excluding Rock ) In Trenches , Plinth , Sides Of Foundations Etc . In Layers Not Exceeding 20Cm In Depth , Consolidating Each Deposited Layer By Ramming And Watering , Lead Up To 50 M And Lift Up To 1 . 5 M . , Extra For Every Additional Lift Of 1 . 5 M Or Part Thereof In Excavation /Banking Excavated Or Stacked Materials . , All Kinds Of Soil . , Ordinary Or Hard Rock . , Sub-Head : Concrete Work , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) , Sub-Head : Reinforced Cement Concrete , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Excluding The Cost Of Centering , Shuttering , Finishing And Reinforcement - All Work Up To Plinth Level : , 1:1 . 5:3 ( 1 Cement : 1 . 5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Centering And Shuttering Including Strutting , Propping Etc . And Removal Of Form For : , Foundations , Footings , Bases Of Columns , Etc . For Mass Concrete , Steel Reinforcement For R . C . C . Work Including Straightening , Cutting , Bending , Placing In Position And Binding All Complete Upto Plinth Level . , Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More . , Sub-Head : Steel Work , Supplying Following Approved Quality Fixtures For Long Pole Type Communication Tower Support All Complete As Per The Direction Of Engineer-In-Charge . , D-Saddle ( 25 Mm Dia D- Hook With Nut Bolt ) , 25 Mm Dia Ms Chain Link , 25 Mm Dia Gi Guy Wire / Supporting Wire , Ms Adjustable Piece For Tightening 25 Mm To 32 Mm Dia Gi Supporting Wire , Making Arrangement For Connecting And Tightening 2 Nos 25 Mm Dia Steel Guyed / Supporting Stay Wire ( As On Site Connected With 260 Ft Pole At Two Levels ) By Providing And Fixing New 25Mm Steel Guyed/ Supporting Stay Wire By Fixing Minimum 3 Nos 25 Mm Dia D-Saddle ( D Hook With Locking Nutbolt ) On Each Side Of Guyed / Supporting Stay Wires Including Tighetening Of Wires By Mechanical Pulling Arrangement Inside Foundation By 25 Mm Dia Ms Chain Link All Complete As Per Direction Of Engineer-In-Charge . ( Note :- D-Saddle ( D Hook ) , Ms Guyed Wire / Supporting Stay , Ms Adjustable Piece For Tighetening Of Wire , 25 Mm Dia Chain Link Shall Be Paid For Separatley But Rate Of This Item Is Inclusive Of Labour Required For Fixing All These Items / Fixtures )

INR 590 /-

INR 4423.0 /-

Refer document

Name of Work: “Provision of 2 Nos Supporting wire for 260 Feet high Communication Pole at Jutogh Cantt, Distt. Shima (HP).
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1.1	Sub-Head : Earth Work
2	1.2	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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
3	1.3	All kinds of soil		19	Cum
4	1.4	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 getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.
5	1.5	Ordinary rock		5	Cum
6	1.6	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.		16	Cum
7	1.7	Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
8	1.8	All kinds of soil.		5	Cum
9	1.9	Ordinary or hard rock.		5	Cum
10	2.1	Sub-Head : Concrete Work
11	2.2	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
12	2.3	1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)		1	Cum
13	3.1	Sub-Head : Reinforced Cement Concrete
14	3.2	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
15	3.3	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)		12.5	Cum
16	3.4	Centering and shuttering including strutting, propping etc. and removal of form for :
17	3.5	Foundations, footings, bases of columns, etc. for mass concrete		20	Sqm
18	3.6	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
19	3.7	Thermo-Mechanically Treated bars of grade Fe-500D or more.		400	Kg
20	4.1	Sub-Head : Steel Work
21	4.2	Supplying following approved quality fixtures for long Pole type Communication Tower support all complete as per the direction of Engineer-in-charge.
22	4.3	D-Saddle ( 25 mm Dia D- Hook with nut bolt )		18	Nos.
23	4.4	25 mm dia MS Chain Link		80	Kg
24	4.5	25 mm dia GI Guy Wire / Supporting wire		160	Kg
25	4.6	MS Adjustable Piece for Tightening 25 mm to 32 mm dia GI Supporting Wire		2	Nos.
26	4.7	Making arrangement for connecting and tightening 2 nos 25 mm dia Steel Guyed / supporting Stay wire ( as on site connected with 260 Ft pole at two levels ) by providing and fixing new 25mm steel Guyed/ supporting stay wire by fixing minimum 3 nos 25 mm dia D-Saddle ( D Hook with locking nutbolt) on each side of Guyed / supporting stay wires including tighetening of wires by mechanical pulling arrangement inside foundation by 25 mm dia MS Chain link all complete as per direction of Engineer-in-charge. (Note :- D-Saddle ( D Hook) , MS Guyed Wire / supporting Stay, MS Adjustable Piece for Tighetening of wire , 25 mm dia chain link shall be paid for separatley but rate of this item is inclusive of labour required for fixing all these items / fixtures )		1	job