E-Tender For Construction Of Ms Shade On Gate No . 02 At Government Institute Of Medical Sciences . Greater Noida . , Greater Noida-Uttar Pradesh

E-Tender For Construction Of Ms Shade On Gate No . 02 At Government Institute Of Medical Sciences . Greater Noida . , Demolishing R . C . C . Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge . , Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1 . 5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms , Lift Upto 1 . 5 M , Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed , Within A Lead Of 50 M . All Kind Of Soil . , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Excluding The Cost Of Centering , Shuttering , Finishing And Reinforcement - All WorkUp To Plinth Level : , 1:1 . 5:3 ( 1 Cement : 1 . 5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 MmNominal Size ) , Steel Reinforcement For R . C . C . Work Including Straightening , Cutting , Bending , PlacingIn Position And Binding All Complete Upto Plinth Level . , Mild Steel And Medium Tensile Steel Bars , Providing And Fixing Mild Steel Round Holding Down Bolts With Nuts And WasherPlates Complete . , Steel Work In Built Up Tubular ( Round , Square Or Rectangular Hollow Tubes Etc . ) Trusses Etc . , Including Cutting , Hoisting , Fixing In Position And Applying A PrimingCoat Of Approved Steel Primer , Including Welding And Bolted With Special ShapedWashers Etc . Complete . , Hot Finished Welded Type Tubes . , Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes , Channels , Plates Etc . , Including Welding , Grinding , Buffing , Polishing And MakingCurvature ( Wherever Required ) And Fitting The Same With Necessary StainlessSteel Nuts And Bolts Complete , I/C Fixing The Railing With Necessary Accessories& Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc . , Of Required Size , OnThe Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As PerApproval Of Engineer-In-Charge , ( For Payment Purpose Only Weight Of StainlessSteel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts , Bolts , Fasteners Etc . ) , Providing & Fixing Uv Stabilised Fiberglass Reinforced Plastic Sheet Roofing Up To AnyPitch , Including Fixing With Polymer Coated J Or L Hooks , Bolts & Nuts 8Mm Dia . G . IPlain/Bitumen Washers Complete But Excluding The Cost Of Purlins , Rafters , TrussesEtc . The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovigs IncorporatingMinimum 0 . 3% Ultra-Violet Stabiliser In Resin System Under Approximately 2400 PsiAnd Hot Cured . They Shall Be Of Uniform Pigmentation And Thickness Without Air PocketsAnd Shall Conform To Is 10192 And Is 12866 . The Sheets Shall Be Opaque Or Translucent , Clear Or Pigmented , Textured Or Smooth As Specified . , 2 Mm Thick , Painting With Synthetic Enamel Paint Of Approved Brand AndManufacture To Give An Even Shade : , Two Or More Coats On New Work , Providing And Fixing Double Scaffolding System ( Cup Lock Type ) OnThe Exterior Side , Up To Seven Story Height Made With 40 Mm DiaM . S . Tube 1 . 5 M Centre To Centre , Horizontal & Vertical Tubes JoiningWith Cup & Lock System With M . S . Tubes , M . S . Tube Challies , M . S . Clamps And M . S . Staircase System In The Scaffolding For WorkingPlatform Etc . And Maintaining It In A Serviceable Condition For TheRequired Duration As Approved And Removing It There After . TheScaffolding System Shall Be Stiffened With Bracings , Runners , Connection With The Building Etc Wherever Required For Inspection OfWork At Required Locations With Essential Safety Features For TheWorkmen Etc . Complete As Per Directions And Approval Of Engineerin-Charge . The Elevational Area Of The Scaffolding Shall Be MeasuredFor Payment Purpose . The Payment Will Be Made Once Irrespective OfDuration Of Scaffolding . , Stone Work ( Machine Cut Edges ) For Wall Lining Etc . ( Veneer Work ) Upto 10 MetreHeight , Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 ( 1Cement : 3 Coarse Sand ) Including Pointing In White Cement Mortar 1:2 ( 1 WhiteCement : 2 Stone Dust ) With An Admixture Of Pigment Matching The Stone Shade : ( To Be Secured To The Backing And The Sides By Means Of Cramps And Pins WhichShall Be Paid For Separately ) : , Red Sand Stone - Exposed Face Fine Dressed With Rough Backing . 30 Mm Thick , White Sand Stone - Exposed Face Fine Dressed With Rough Backing . 30 Mm Thick , Providing And Fixing Expandable Fasteners Of Specified Size With Necessary PlasticSleeves And Galvanised M . S . Screws Including Drilling Holes In Masonry Work /Cc/ R . C . C . And Making Good Etc . Complete . , Hire Charges ( Mobile Crane ) For Lift The Haevy Weight And Other Equipments . , Hire Charges For Labour ( Beldar )

INR 1180 /-

INR 32000.0 /-

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Name of Work: E-Tender for Construction Of MS shade on Gate no. 02 At Government Institute of Medical Sciences. Greater Noida
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.		1.2	Cum
2	2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of Soil.		5	sqm
3	3	Providing and laying in position specified grade of reinforced cement concrete,\nexcluding the cost of centering, shuttering, finishing and reinforcement - All work\nup to plinth level :\n\n
4	3.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm\nnominal size)		7	Cum
5	4	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing\nin position and binding all complete upto plinth level.\n\n
6	4.01	Mild steel and Medium Tensile steel bars \n		550	Kg
7	5	Providing and fixing mild steel round holding down bolts with nuts and washer\nplates complete.		140	Kg
8	6	Steel work in built up tubular (round, square or rectangular hollow tubes etc.)\ntrusses etc., including cutting, hoisting, fixing in position and applying a priming\ncoat of approved steel primer, including welding and bolted with special shaped\nwashers etc. complete.		6000	Kg
9	6.01	Hot finished welded type tubes.
10	7	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,\nchannels, plates etc., including welding, grinding, buffing, polishing and making\ncurvature (wherever required) and fitting the same with necessary stainless\nsteel nuts and bolts complete, i/c fixing the railing with necessary accessories\n& stainless steel dash fasteners , stainless steel bolts etc., of required size, on\nthe top of the floor or the side of waist slab with suitable arrangement as per\napproval of Engineer-in-charge, (for payment purpose only weight of stainless\nsteel members shall be considered excluding fixing accessories such as nuts,\nbolts, fasteners etc.) \n		300	Kg
11	8	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any\npitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I\nplain/bitumen washers complete but excluding the cost of purlins, rafters, trusses\netc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating\nminimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi\nand hot cured. They shall be of uniform pigmentation and thickness without air pockets\nand shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent,\nclear or pigmented, textured or smooth as specified.
12	8.01	2 mm thick		200	sqm
13	9	Painting with synthetic enamel paint of approved brand and\nmanufacture to give an even shade :\n
14	9.01	Two or more coats on new work		200	sqm
15	10	Providing and fixing double scaffolding system (cup lock type) on\nthe exterior side, up to seven story height made with 40 mm dia\nM.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining\nwith cup & lock system with M.S. tubes, M.S. tube challies, M.S.\nclamps and M.S. staircase system in the scaffolding for working\nplatform etc. and maintaining it in a serviceable condition for the\nrequired duration as approved and removing it there after .The\nscaffolding system shall be stiffened with bracings, runners,\nconnection with the building etc wherever required for inspection of\nwork at required locations with essential safety features for the\nworkmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured\nfor payment purpose .The payment will be made once irrespective of\nduration of scaffolding.		254	sqm
16	11	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre\nheight, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1\ncement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white\ncement : 2 stone dust) with an admixture of pigment matching the stone shade :\n(To be secured to the backing and the sides by means of cramps and pins which\nshall be paid for separately) :
17	11.01	Red sand stone - exposed face fine dressed with rough backing. 30 mm thick		9	Sqm
18	11.02	White sand stone - exposed face fine dressed with rough backing . 30 mm thick		12	Sqm
19	12	Providing and fixing expandable fasteners of specified size with necessary plastic\nsleeves and galvanised M.S. screws including drilling holes in masonry work /\nCC/ R.C.C. and making good etc. complete. \n		40	Nos
20	13	Hire charges (Mobile Crane ) for lift the haevy weight and other equipments.		4	Per Day
21	14	Hire Charges for Labour ( Beldar)		4	Per Day