Construction Of G . I . Sheet Roof Shed And Other Work Near Badminton Hall At Amc Open Space Avishkar Colony Ward No . 63, TOWN HALL AURANGABAD-Maharashtra

Construction Of G . I . Sheet Roof Shed And Other Work Near Badminton Hall At Amc Open Space Avishkar Colony Ward No . 63 , Excavation For Foundation In Earth , Soil Of All Types , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Up To A Distance Of 50 M . Beyond The Building Area And Stacking And Spreading As Directed , Dewatering , Preparing The Bed For The Foundation And Necessary Back Filling , Ramming , Watering Including Shoring And Strutting Etc . Complete . ( Lift Upto 1 . 5 M . ) , Excavation For Foundation In Hard Murum And Boulders Including Removing The Excavated Material Up To A Distance 50 Metres , Beyond The Building Area And Stacking And Spreading As Directed , Dewatering , Preparing The Bed For TheFoundation And Necessary Back Filling , Ramming , Watering Including Shoring And Strutting Etc . Complete . ( Lift Upto 1 . 5M . ) , Providing And Laying In Situ Cement Concrete Of 1:4:8 Proportion With Trap/ Granite/ Quartzite/ Gneiss Metal In Foundation Including Necessary Form Work , Compacting And Curing Etc . Complete . ( With Reversible Drum Rtype Mixer With Scada With Natural / Vsi Standard Artificial Sand ) , Providing And Fabricating Structural Steel Work In Rolled Sections Like Joists , Channels , Angles , Tees Etc . As Per Detailed Design And Drawings Or As Directed Including Cutting , Fabricating , Hoisting , Erecting , Fixing In Position Making Riveted / Bolted /Welded Connections Without Connecting Plates , Braces Etc . And Including One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Of Approved Quality And Shade Etc . Complete . , Providing And Laying Cast In Situ/Ready Mixcement Concrete In M20 Of Trap/ Granite/Quartzite/Gneiss Metal For Steps Including Steel Centering , Plywood/ Steel Formwork , Laying/ Pumping , Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing Uneven And Honeycombed Surface And Curing Etc . Complete . The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface , Only . Newly Laid Concrete Shall Be Covered By Gunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not Be Allowed . ) , With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand/V . S . I . Quality Artificial Sand , Providing Second Class Burnt Brick Masonry With Conventional/ I . S . Type Bricks In Cement Mortar 1:6 In Foundations And Plinth Of Inner Walls/ In Plinth External Walls Including Bailing Out Water Manually , Striking Joints On Unexposed Faces , Raking Out Joints On Exposed Faces And Watering Etc . Complete . , Filling In Plinth And Floors With Contractors Material/Brought From Outside And Approved By Engineer Incharge In Layers Of 15 Cm To 20 Cm Including Wateringand Compaction Etc . Complete . , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sand/Grit , Ramming , Watering Etc . Complete . , Providing Structural Steel Work Of Rectangular Hollow Steel Section For Steel Trusses , Other Similar Trussed Items Like Purlin And Members With All Bracing , Gusset Plates Etc . As Per Detailed Designs And Drawings Or As Directed Including Cutting , Fabricating , Hoisting , Erecting , Fixing In Position Making Riveted/Bolted/ Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Of Approved Quality And Shade Complete . Spec . No . : As Directed By Engineer-In-Charge . , Providing And Fixing M 200 Grade Precast Folding Compound Kerb Wall Panels With Tank Curing Having Section Of 150X150 Mm I Section Column With 3 Pieces Of 4 Mm Thk Stressing System Bars With Precast Folded Panels 50 M Thk X300 Mm Wide And Length As Per Requirement As Per Site Measurement With 4 Oeces Of 3 Mm Thk Stresing Steel Poles At Length Of Panels With Fitting As Per Given Markout As Per Site With Transportation And As Directed By Engineer In Charge ( Excluding Excavation Pcc Bed Blocks As Per Lowest Quotation ) 1687 ( Ssr As /Quatation ) , Providing And Fixing Colour Coated Zincalume ( R ) Az150 ( Min 150 Gms/Sq . Mt . Total On Each Side ) Profiled Sheets For Roofing . The Feed Material Is Manufactured Out Of Nominal 0 . 45 Mm Base Metal Thickness ( Bmt ) ( 0 . 5 Mm Tct ) , Hi-Strength Steel With Min . 550 Mpa Yield Strength , Metallic Hot Dip Coated With Aluminium- Zinc Alloy ( 55% Aluminium 43 . 4% Zinc 1 . 6% Silicon ) With Colorbond ( R ) Steel Quality Super Durable Polyester Paint Coat ( With Inorganic Pigment ) . The Paint Shall Have A Total Coating Thickness Of Nominal 35 Um , Comprising Of Nominal 25 Um Exterior Coat On Top Surface And Nominal 10 Um Reverse Coat On Back Surface . Profile Sheet Shall Have Nom . 950-1050 Mm Effective Cover Width And Nominal 25-30 Mm Deep Ribs With Subtle Square Fluting In The Five Pan At Nominal 180-250 Mm Center-To-Center . The End Rib Shall Be Designed For Anti-Capillary Groove . And Return Leg . The Feed Material Should Have Coil Manufacturers Product Details Marked A Regular Interval . Including Fasteners With Min . Fastened With Min . 25 Umzinc-Tin Alloy Coated , Hex Head , Self-Drilling Screw Etc . Complete . ( Weight Of Profile 4 . 52 Kg/Sqm ) , Providing And Fixing M40 Grade Thick Vibrated Pull Cast Or Similar Type Concrete Frame With Chamfer Conforming To I . S . 65241983 Having 6 Mm Dia . Bars 3 Nos . And Stirrups @250 Mm C/C And Fixing In Wall With 6 Nos Of Hold Fast Of 12 Mm Dia Bars 500 Mm Long Including Primer And Oil Painting Etc , Complete ) Frame Size 60 Mm X 100 Mm . , Providing And Fixing 30 Mm Thick Both Side Prelaminated Solid Panel Pvc Door Shutter Consisting Of Frame Made Out Of M . S Tubes Of 19 Guage Thickness And , Size 19 X 19 Mm For Styles And 15 X15 Mm For The Top And Bottom Rails , M . S Frame Shall Have A Coat Of Metel Primer Of Approved Make And Manufacture . M . S Frame Shall Be Covered With Heat Mouled Pvc C Channel Made From 5 Mm ( +/0 . 25 ) Thick Prelaminated Sheet Of Density 600 Kg/Cbm , Of Size 30Mm Thickness 70Mm Width Out Of Which 50Mm Shall Be Flat And 20Mm Shall Be Tapered In 45 ? Angle On Either Side Forming Stiles ? And 5 Mm Thick , 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Falt And 20 Mm Shall Be Tapered In 45 On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Falt And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail . Top , Bottom And Lock Rail Shall Be Provided Either Side Of The Panel . An Additional 5 Mm ( +/0 . 25 ) Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Bottom Side Of The C Channel Prelaminated Paneling Of 5 Mm ( +/0 . 25 ) Thick Pvc Sheet To Be Fitted Inside The M . S . Frame Welded/ Sealed To The Styles And Rails With 5 Mm ( +/0 . 25 ) X 30 Mm Pvc Sheet Beading On Either Side And Joined Together With Solvent Cement Adhesive Etc , 10 Mm Thickness ( 5 Mm ( +/0 . 25 ) X 2 Nos ) 20 Mm Wide Cross Pvc , Pproviding And Laying Machine Cut Machine Polished Kota Stone Flooring 25Mm To 30Mm Thick And Required Width In Plain/ Diamond Pattern On Bed Of 1:6 C . M . Including Cement Float , Filling Joints With Neat Cement Slurry , Curing , Polishing And Cleaning Etc . Complete . , Providing Sand Faced Plaster Externally In Cement Mortar Using Approved Screened Sand , In All Positions Including Base Coat Of 15 Mm Thick In Cement Mortar 1:4 Using Waterproofing Compound At 1 Kg Per Cement Bag Curing The Same For Not Less Than 2 Days And Keeping The Surface Of The Base Coat Rough To Receive The Sand Faced Treatment 6 To 8 Mm Thick In Cement Mortar 1:4 Finishing The Surface By Taking Out Grains And Curing

INR 2000 /-

INR 8419.0 /-

INR 8.41 Lakhs /-

Name of Work: CONSTRUCTION OF G.I. SHEET ROOF SHED AND OTHER WORK NEAR BADMINTON HALL AT AMC OPEN SPACE AVISHKAR COLONY WARD NO.63
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)	1	1.73	Cum
2	2	Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the\nfoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.)\n	2	0.24	Cum
3	3	Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum rtype mixer with SCADA with Natural / VSI standard Artificial Sand)\n	3	16.61	Cum
4	4	Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.\n	4	0.74	MT
5	5	Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/ steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand\n	5	0.73	Cum
6	6	Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.	6	4.97	Cum
7	7	Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including wateringand compaction etc. complete.	7	32.4	Cum
8	8	Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.	8	24.3	Cum
9	9	Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.Spec. No. : As directed by Engineer-in-charge.\n	9	0.8	MT
10	10	Providing and fixing M 200 grade precast folding compound kerb wall panels with tank curing having section of 150x150 mm I section column with 3 pieces of 4 mm thk stressing system bars with precast folded panels 50 m thk x300 mm wide and length as per requirement as per site measurement with 4 oeces of 3 mm thk stresing steel poles at length of panels with fitting as per given markout as per site with transportation and as directed by engineer in charge ( Excluding excavation PCC Bed blocks as per lowest quotation)1687 (SSR As /quatation)	10	34.65	Sqmt
11	11	Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium- Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. And return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 umZinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 kg/sqm)\n	11	72	Sqmt
12	12	Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm .\n	12	13.5	Rmt
13	13	Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC 'C' channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ? and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the ' c 'channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC \n	14	3.36	Sqmt
14	14	PProviding and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.	15	81	Sqmt
15	15	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.\n	16	24.3	Sqm
16	16	Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.\n	17	267.93	Sqm
17	17	Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S.105211983).\n	18	7.56	Sqm