Construction Of Different Components Of Rejuvenation Of Purba Salbari Pwss I.E. Rising Main, Boundary Wall Etc. In Connection With Jal Jeevan Mission At Block - Dhupguri Under Jalpaiguri Division, P.H.E.Dte, jalpaiguri-West Bengal

Construction Of Different Components Of Rejuvenation Of Purba Salbari Pwss I.E. Rising Main, Boundary Wall Etc. In Connection With Jal Jeevan Mission At Block - Dhupguri Under Jalpaiguri Division, P.H.E.Dte- 1 Rising Main Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store. 2 150 Mm Dia. ( K-9 ) 3 100 Mm Dia. ( K-9 ) 4 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) 5 150 Mm Dia. 6 100 Mm Dia. 7 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic 8 Above 40 Km Upto 50 Km 9 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . 10 A ) For Ci / Di Pipe 11 150 Mm Dia. 12 100 Mm Dia. 13 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) . 14 A ) For Ci / Di Pipe 15 150 Mm Dia. 16 100 Mm Dia. 17 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. 18 100 Mm Dia. 19 150 Mm Dia. 20 Making Flange Joint To Cidf Pipe, Specials, Valves Etc.With Supply Of Necessary Nuts And Bolts, Rubber Insertion Of 6Kg / M2 ( 3Mm Gauge ) And Materials Required Including Dewatering If Any Tools And Plants, Labour Cost Etc. As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Make ) For 21 80 Mm Dia. 22 100 Mm Dia. 23 150 Mm Dia. 24 Supply Of Ci Jeffy Coupling As Per Is Specification. 25 80 Mm Dia. 26 100 Mm Dia. 27 150 Mm Dia. 28 Labour Charges For Jeffy Joint Of All Diameter. 29 Supply At Site / Local Store Cipe And Ciss Specials As Per Relevant Is Specification With Latest Smendments Including Cost Of Loading, Carring, Unloading, Stacking Peoperly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of Eic ( Mode Of Measurement Will Be On Book Weight ) & Specials. 30 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( A ) Cidf Pipe Class-B As Per I.S. 7181-1986 With Latest Revision. 31 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( B ) Cidf Duck Foot Bend As Per I.S. 1538 1976 With Latest Revision. ( C ) Cidf Bell Mouth Pes. With Puddle Collar As Per Isi 1538-1976 With Latest Revision ( D ) C.I.D.F 90° Bend As Per I.S.1538 ( Part-Xxi ) -1976 With Latest Amended. 32 Labour For Horizontal Boring Under Pacca Road Etc. For Laying Of Gi / Ci / Di Pipeline Thorugh Horizontal Boring Including All Labour Tools And Plants And All Incidental Charges Complete As Per Direction Of Eic. 33 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] 34 80 Mm To 150 Mm Dia Pipe 35 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic. 36 100 Mm Dia. 37 150 Mm Dia. 38 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic. 39 80Mm.Dia. To 125Mm.Dia Pipe 40 150Mm.Dia.To 200Mm.Dia Pipe 41 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 42 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structures In Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 43 Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M. In Ground Floor Including Roof. ( A ) Upto 150 Mm. Thick 44 ( B ) Above 150 Mm. Thick 45 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 46 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Tor Steel / Mild Steel Jsw / Jspl / Shyam / Srmb / Bmasl / Elecrosteel / Ssl 47 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( Ii ) River Bazree 48 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) ( F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 49 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 50 Boundary Wallearth Work In Excavation Of Foundation Trenches Or Drain In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateritc Or Sand Stone ) Includig Removing , Spreading Or Stacking The Spoils Within A Lead Of 75M As Directed .The Item Includes Necessary Trimming The Bottom, Bailing Out Water As Required Complete. 51 ( A ) Depth Of Excavation Not Exceeding 1.500Mm 52 Cement Concrete With 30Mm.Down Graded Shinglesexcluding Shuttering. 53 A ) 6:3:1 Proportion 54 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 55 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Water And Ramming Etc. Layer By Layer Complete. 56 Earth Obtained From Excavation Of Foundation 57 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) I ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation. 58 ( A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 59 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. 60 A ) River Bazree 61 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. 62 A ) River Bazree 63 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. Including Supply Of Rods, Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. 64 ( A ) For Work In Foundation, Basement And Upto Roof Of Ground Floor 65 ( Ii ) ( I ) Jsw / Jspl / Shyam / Srmb / Elecrosteel / Ssl. 66 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Morter Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface, Including Throading, Nosing And Drip Course Where Necessary. 67 I ) In Ground Floor 68 ( A ) With ( 1:6 ) Cement Morter , 20.Mm Thick Plaster 69 ( A ) With ( 1:6 ) Cement Morter , 15.Mm Thick Plaster 70 ( C ) With ( 4:1 ) Cement Morter, 10.Mm Thick Plaster 71 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sills, Floor, Drain, Etc. 72 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools Andplants And Labour Required For The Work Including All Incidentalchages Such As Electricity Charges, Labour Insurance Charges Etc. 73 Earth Work In Filling In Compound, Tank, Low Land, Ditches Etc. With Good Earth, In Layers Not Exceeding 150 Mm. Including Breaking Clods And Consolidating The Same By Ramming And Dressing Complete. ( Payment Will Be Made On Profile Measurement Before And After The Work ) ( A ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 5 Km. But Not Exceeding 10 Km. Including Cost Of Carried Earth. 74 Applying Extrior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per ManufacturerS Specirfication And As Per Direction Of E.I.C.In Ground Floor : B ) Two Coats 75 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per ManufacturerS Specirfication And As Per Direction Of E.I.C. To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. In Ground Floor. ( Two Coats. A ) Normal Acrylic Emulsion. 76 Drilling Hole Of Requisite Diameter In R.S. Joist, Channel, Tees, Plates Etc. ( A ) ( I ) Dia. Upto 12 Mm And Depth Upto 10 Mm 77 Supplying Fitting And Fixing 600 Mm ( ±30 Mm ) Diametre R.B.T ( Reinforced Barbed Tape ) Concertina Fencing On Wall Top Using Concertina Coils Stretched To Approx.6 Meters Length At Site Clipped With Two Nos. Of Horizontal R.B.T Strands Which Will Be Tensioned And Fixed With The Vertical M.S Angle Iron Posts By Means Of Security Fasteners ( Such As C Clips, R.B.T Clips Etc. )

Refer document

INR 59160.0 /-

INR 29.58 Lakhs /-

Name of Work :- Construction of different components of Rejuvenation of Purba Salbari PWSS i.e. RISING MAIN, Boundary wall etc. in connection with Jal Jeevan Mission at Block - Dhupguri under Jalpaiguri Division, P.H.E.Dte.

Sl. No.	Item Description
1	RISING MAIN Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
2	150 mm dia. (K-9)
3	100 mm dia. (K-9)
4	Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
5	150 mm dia.
6	100 mm dia.
7	Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC
8	Above 40 Km upto 50 Km
9	Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).
10	A) For CI/DI pipe
11	150 mm dia.
12	100 mm dia.
13	Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
14	A) For CI/DI pipe
15	150 mm dia.
16	100 mm dia.
17	Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2.
18	100 mm dia.
19	150 mm dia.
20	Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for
21	80 mm dia.
22	100 mm dia.
23	150 mm dia.
24	Supply of CI Jeffy coupling as per IS specification.
25	80 mm dia.
26	100 mm dia.
27	150 mm dia.
28	Labour charges for Jeffy joint of all diameter.
29	Supply at site/local store CIPE and CISS specials as per relevant IS specification with latest smendments including cost of loading, carring, unloading, stacking peoperly and sales tax & all other charges etc. complete as per direction of EIC (Mode of measurement will be on book weight) & specials.
30	Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
31	Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. (C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision (D) C.I.D.F 90° Bend as per I.S.1538 (Part-XXI)-1976 with latest amended.
32	Labour for horizontal boring under pacca road etc. for laying of GI/CI/DI pipeline thorugh horizontal boring including all labour tools and plants and all incidental charges complete as per direction of EIC.
33	Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
34	80 mm to 150 mm dia pipe
35	Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
36	100 mm dia.
37	150 mm dia.
38	Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
39	80mm.dia. to 125mm.dia pipe
40	150mm.dia.to 200mm.dia pipe
41	Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
42	Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC.
43	Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
44	(b) above 150 mm. thick
45	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
46	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSL
47	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
48	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
49	Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
50	BOUNDARY WALL Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding lateritc or sand stone ) includig removing , spreading or stacking the spoils within a lead of 75m as directed .The item includes necessary trimming the bottom, bailing out water as required complete.
51	(a) Depth of excavation not exceeding 1.500mm
52	Cement concrete with 30mm.down graded shinglesexcluding shuttering.
53	a) 6:3:1 proportion
54	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
55	Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15cm. including water and ramming etc. layer by layer complete.
56	Earth obtained from excavation of foundation
57	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) i) 25 mm to 30 mm shuttering without staging in foundation.
58	(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
59	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
60	a) River bazree
61	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
62	a) River bazree
63	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every inter-section, complete as per drawing and direction.
64	(a) For work in foundation, basement and upto roof of ground floor
65	(II) (i) JSW/JSPL/SHYAM/SRMB/ELECROSTEEL/SSL.
66	Plaster(to wall,floor,ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface,including throading, nosing and drip course where necessary.
67	I)In Ground floor
68	(a) With (1:6) cement morter , 20.mm thick plaster
69	(a) With (1:6) cement morter , 15.mm thick plaster
70	(c )With (4:1) cement morter, 10.mm thick plaster
71	Neat cement punning about 1.5mm thick in wall,dado,window sills,floor,drain,etc.
72	M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
73	Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (a) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.
74	Applying extrior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured ( matt finish )or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer"s specirfication and as per direction of E.I.C.In Ground Floor : b) Two coats
75	Protective and decorative acrylic exterior emulsion paint of approved quality as per manufacturer"s specirfication and as per direction of E.I.C. to be applied over acrylic primer as required. The rate includes cost of material, labour,scaffolding and all incidental charges but excluding the cost of primer. In ground floor. (Two Coats. a) Normal Acrylic Emulsion.
76	Drilling hole of requisite diameter in R.S. joist, channel, tees, plates etc. (a) (I) Dia. Upto 12 mm and depth upto 10 mm
77	Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as "C" clips, R.B.T clips etc.)
78	Add GST @ 18%
79	Add Labour Welfare Cess @1%