Tender For M/O Building (Repair Of Boundry Wall Washed Stone Grit Plaster In B-1, B-3, B-5, B-9, B-10A, B-12A, B-14, Nilgiri-I And Nilgiri-Iii In Sector-34) Noida, noida-Uttar Pradesh

M / O Building ( Repair Of Boundry Wall Washed Stone Grit Plaster In B-1, B-3, B-5, B-9, B-10A, B-12A, B-14, Nilgiri-I And Nilgiri-Iii In Sector-34 ) Noida. 1 Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. 2 Washed Stone Grit Plaster On Exteriorwalls Of Height Upto 10 M. Above Level In Two Layers, Under Layer 12Mm Cement Plaster 1:4 ( 1 Cement : 4 Coarse Sand ) Furrowing The Under Layer With Scratching Tool, Applying Cement Slurry On The Under Layer @ 2 Kg Ofcement Per Square Metre, Top Layer 15Mm Cement Plaster 1:1 / 2:2 ( 1 Cement : 1 / 2 Coarse Sand : 2 Stone Chipping 10Mm Nominal Size ) In Panels With Groove All Around As Per Approved Pattern Including Scrubbing And Washing, The Top Layer With Brushes And Water To Expose The Stone Chippings , Complete As Per Specification And Direction Of Engineer-In- Charge ( Payment For Providing Grooves Shall Be Made Separately ) . 3 Forming Groove Of Uniform Size In The Top Layer Of Washed Stone Grit Plaster As Per Approved Pattern Using Wooden Battens, Nailed To The Under Layer Including Removal Of Wooden Battens, Repair To The Edges Of Panels And Finishing The Groove Complete As Per Specifications And Direction Of The Engineer-In-Charge : 15 Mm Wide And 15 Mm Deep Groove 4 Brick Work With F.P.S. Bricks Of Class Designation 100In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In :Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 5 Centring And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 6 Providing And Laying In Position Ready Mixed M-25 Gradeconcrete For Reinforced Concrete Work , Using Cement Content As Per Approved Design Mix , Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Leadshaving Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work, Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate / Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. ( Note :- Cement Content Considered In This Item Is @ 330 Kg / Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately ) , All Works Upto Plinth Level. 7 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. 8 Steel Work Welded In Built Up Sections / Framed Work Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. 9 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture 10 Providing And Fixing Concertina Coil Fencing With Punched Tape Concertina Coil 600 Mm Dia 10 Metre Lenght ( Total Lenght90 Mt. ) Having 50 Nos Rounds Per 6 Metre Lenght Upyo 3 M Heightv Of Wall With Existing Angle Iron Y Shaped Placed 2.4 M Or 3.00 M Apart And With 9 Horizontal R.B.T.Reinforced Barbed Wirestud Tied With G.I. Barbed Wire To Angle Iron All Complete As Per Direction Of Engineer-In-Charge With Reinforced Barbed Tape ( R.B.T. ) / Spring Core ( 2.5Mm Thick ) Wire Of High Tensile Strength Of 165 Kg / Sq.Mm With Tape ( 0.52 Mm Thick ) And Weight 43.478Gm / Metre ( Cost Of M.S. Angle, C.C. Blocks Shall Be Paid Separately ) 11 Supply Ofwheeledexcavator Of Cum Bucket , Hire Bases Chargesincluding Fule & Llubrcant Charges, & Driver T& Petc As Required. 12 Supply Of Tractor With Trolly On Hire Bases Chargesincluding Fule & Llubrcant Charges , & Driver T& Petc As Required. 13 Suppaly Of Cooli & Beldaras Required . 14 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering All Work Up To Plinth Level :- 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 15 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5Mm Nominal Size ) . 16 Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. 17 12 Mm Cement Plaster Of Mix :1:4 ( 1 Cement : 4 Coarse Sand ) 18 Providing And Fixing Double Scaffolding System ( Cup Lock Type ) On The Exterior Side, Upto Seven Storyheight Made With 40Mm Dia. M.S. Tube 1.5 M Centre To Centre Horizontal & Vertical Tubes Joining With Cup & Lock System With M.S. Tubes, M.S. Tube Challies, M.S. Clamps And M.S. Staircase System In The Scaffolding For Working Platform Etc. And Maintaining It In A Serviceable Condition For The Required Duration As Approved And Removing It There After .The Scaffolding System Shall Be Stiffened With Bracings, Runners, Connection With The Building Etc Wherever Required For Inspection Of Work At Required Locations With Essential Safety Features For The Workmen Etc. Complete As Per Directions And Approval Of Engineer-In-Charge .The Elevational Area Of The Scaffolding Shall Be Measured For Payment Purpose .The Payment Will Be Made Once Irrespective Of Duration Of Scaffolding. ( To Be Used For Maintenance Work Judicially . Necessary Deduction For Scaffolding In The Existing Item To Be Done. ) 19 Finishing Walls With Water Proofing Cement Paint Of Required Shade :New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) 20 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 Sum On Plan ) Including Dressing Of Sides And Amming 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 Kinds Of Soil 21 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :- 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stoneaggregate 40 Mm Nominal Size ) . 22 Providing And Laying Design Mix Cement Concrete Of M-30 Grade, In Roads / Taxi Tracks / Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40 Mm Nominalsize In Appropriate Proportions As Per Approved & Specified Design Criteria, Providing Dowel Bars With Sleeve / Tie Bars Wherever Required, Laying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope / Camber, Finishing With Required Texture, Including Steel Form Work With Sturdy M.S. Channel Sections, Curing, Making Provision For Contraction / Expansion, Construction & Longitudinal Joints ( 10 Mm Wide X 50 Mm Deep ) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer-In-Charge ( Item Of Joint Fillers, Sealants, Dowel Bars With Sleev E / Tie Bars To Be Paideparately ) .Note:- Cement Content Considered In M-30 Is @ 340 Kg / Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately 23 Neat Cement Punning

INR 2124 /-

INR 92000.0 /-

INR 38.80 Lakhs /-

Name of Work: -M/o Building (Repair of Boundry Wall Washed stone grit plaster in B-1, B-3, B-5, B-9, B-10A, B-12A, B-14, Nilgiri-I and Nilgiri-III in Sector-34)Noida.

Sl. No.	Item Description
1	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
2	Washed stone grit plaster on exteriorwalls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg ofcement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately).
3	Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove
4	Brick work with F.P.S. bricks of class designation 100in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
5	Centring and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
6	Providing and laying in position ready mixed M-25 gradeconcrete for reinforced concrete work , using cement content as per approved design mix , manufactured in fully automatic batching plant and transported to site of work in transit mixer for a leadshaving continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately ),All works upto plinth level.
7	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.
8	Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
9	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
10	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre lenght (total lenght90 mt. ) having 50 nos rounds per 6 metre lenght upyo 3 m heightv of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wirestud tied with G.I. barbed wire to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
11	Supply ofWheeledExcavator of cum bucket , hire bases chargesIncluding Fule & Llubrcant charges, & Driver T& Petc as required.
12	Supply of Tractor with trolly on hire bases chargesIncluding Fule & Llubrcant charges , & Driver T& Petc as required.
13	Suppaly of Cooli & Beldaras required .
14	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work up to plinth level :- 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
15	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
16	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
17	12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand)
18	Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven storyheight made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.)
19	Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
20	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 sum on plan) including dressing of sides and amming 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 kinds of soil
21	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).
22	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleev e/ tie bars to be paideparately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately
23	Neat cement punning