Construction Material Recovery Facility ( Mrf ) For Dry / Plastic Waste Near Chulkanimore At Rangamati Of Mangalpura Gp Under Habibpur Dev. Block, Malda. Fund- Sbm ( G ), habibpur-West Bengal

Construction Material Recovery Facility ( Mrf ) For Dry / Plastic Waste Near Chulkanimore At Rangamati Of Mangalpura Gp Under Habibpur Dev. Block, Malda. Fund- Sbm ( G ) -Surface Dressing Of The Ground In Any Kind Of Soilincluding Removing Vegetation Inequalities Notexceeding 15 Cm Depth And Disposal Of The Rubbishwithin A Lead Upto 75 M As Directed. 2 Earth Work In Excavation Of Foundation Trenches Ordrains, In All Sorts Of Soil ( Including Mixed Soil Butexcluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. ( A ) Depth Of Excavation Not Exceeding 1, 500 Mm 3 D ) Add Extra For Excavation In Morum Soil 4 Earth Work In Filling In Foundation Trenches Or Plinthwith Good Earth, In Layers Not Exceeding 150 Mm.Including Watering And Ramming Etc. Layer By Layercomplete. ( A ) With Earth Obtained From Excavation Of Foundation. 5 Earth Work In Filling In Foundation Trenches Or Plinthwith Good Earth, In Layers Not Exceeding 150 Mm.Including Watering And Ramming Etc. Layer By Layercomplete. ( Iii ) With Carried Earth Arranged By The Contractorwithin A Radius Exceeding 3 Km. But Not Exceeding 5Km. Including The Cost Of Carried Earth. 6 Filling In Foundation Or Plinth By Silver Sand Inlayers Not Exceeding 150 Mm As Directed Andconsolidating The Same By Thorough Saturation Withwater, Ramming Complete Including The Cost Of Supplyof Sand. 7 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Flooras Per Relevant Is Codes. ( C ) Rajmahal 8 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. 9 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Flooras Per Relevant Is Codes. ( Iii ) Rajmahal 10 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 I. Sail / Tata / Rinl 11 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approvedthickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out Aftercompletion Of Works ( Upto Roof Of Ground Floor ) A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 12 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( B ) In Superstructure, Ground Floor 13 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excludingcost Of Chipping Over Concrete Surface ] ( I ) With 1:6 Cement Mortar ( C ) 15 Mm Thick Plaster 14 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc.Note:Cement 0.152 Cu.M Per100 Sq.M. 15 Colour Washing With Ella With A Coat Of White Wash Priming Including Cleaning And Smoothening Surface Thoroughly ( I ) Internal ( All Floors ) ( B ) Two Coats 16 Colour Washing With Ella With A Coat Of White Wash Priming Including Cleaning And Smoothening Surface Thoroughly ( Ii ) External Surface ( Ground Floor ) ( B ) Two Coats 17 M.S. Structural Works In Roof Trusses With Tubular Sections Conforming To Is: 806-1968 & Is: 1161- 1998 Cnnected To One Another With Bracket, Gusset Cleats As Per Design, Direction Of Engineer-In-Charge Complete Including Cutting To Requisite Size, Fabrication With Necessary Metal Arc Welding Conforming To Is: 816- 1969 & Is: 9595 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection Allcomplete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Reqired For The Work Including All Incidental Chages Such Aselectricity Charges, Labour Insurance Charges Etc.I ) For Trusses Spanning Up To 12.00 M 18 Supplying, Fitting & Fixing Zn-Al Alloy ( 55% Al & 45% Zn ) Coating Of 150 Grams Per Sq. Metre ( Followed By Colour Coated On Both Side ) Steel Sheet Work Having Minimum Yield Strength Of 550 Mpa Of Trapizoidal Profile Of Approved Make ( Excluding The Supporting Frame Work ) Fitted And Fixed With 55 Mm & 25 Mm Self Tapping Screw, Epdm Washer 16 Mm Dia & 3 Mm Th. Washer Etc. Complete With 150 Mm End Lap And One Corrugation Minimum Side Lap. ( Payment To Be Made On Area Of Finished Work ) . ( I ) In Roof:-A ) With 0.5 Mm Thick Sheet 19 M.S.Or W.I. Ornamental Grill Of Approved Design Jointscontinuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 20 M.S.Or W.I. Ornamental Grill Of Approved Design Jointscontinuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 21 Supplying, Fitting, Fixing In Position Netting With Pvc Coated Crinkle Mesh Of Approved Colour With Wooden Or Steel Or Concrete Frame Work Including Cost Of Galvanised Bolts, Nuts, Screws, Nails, Spacers, Shape Welding Etc Complete But Excluding The Cost Of Supporting Frame Works, Battens Etc ( C ) 50 Mm. X 50 Mm. X 8 G. 22 Add Gst @ 18% 23 Add Cess @ 1%

Refer document

INR 9500.0 /-

INR 4.74 Lakhs /-

Supply of Work: Construction Material Recovery Facility (MRF) for Dry / Plastic waste near Chulkanimore at Rangamati of Mangalpura GP under Habibpur Dev. Block, Malda. [FUND- SBM(G)]

Sl. No.	Item Description
1	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
2	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm
3	d) Add extra for excavation in morum soil
4	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (a) With earth obtained from excavation of foundation.
5	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (iii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
6	Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.
7	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. (c) RajMahal
8	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
9	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. (iii) RajMahal
10	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 I. SAIL/ TATA/RINL
11	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) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
12	Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor
13	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster
14	Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
15	Colour washing with "ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly (i) Internal (all floors) (b) Two coats
16	Colour washing with "ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly (ii) External surface (ground floor) (b) Two coats
17	M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 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 reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. i) For trusses spanning up to 12.00 m
18	Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet
19	M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
20	M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
21	Supplying, fitting, fixing in position netting with PVC Coated Crinkle mesh of approved colour with wooden or steel or concrete frame work including cost of galvanised bolts, nuts, screws, nails, spacers, shape welding etc complete but excluding the cost of supporting frame works, battens etc (c) 50 mm. x 50 mm. x 8 g.
22	Add GST @ 18%
23	Add Cess @ 1%