Tender For Construction Of Stage At Govt. Sr. Sec. School Kelodhar In Tehsil Thunag Distt. Mandi Hp, janjehli-Himachal Pradesh

Construction Of Stage At Govt. Sr. Sec. School Kelodhar In Tehsil Thunag Distt. Mandi Hp Sh- Construction Of Stage , Excavation Work By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M (One Point Five Metre) In Width Or 10 Sqm (Ten Square Metre) On Plan),Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M (One Point Five Metre) Including Gettingout The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M (Fifty Metre) All Kinds Of Soil. Including Carriage Of Materials With In All Leads, Lifts And Other Incidentals Asperthe Directions Of Engineer-In-Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:5:10 (One Cement : Five Fine Sand : Ten Graded Stone Aggregate 40 Mm (Fourty Millimetre) Nominal Size)Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Constructing Course Rubble Hammer Dressed U Shape Open Surface Drain With Side Wall. 15X22 Cm (Fifteen Into Twenty Two Centimetre) In Cement Mortar 1:6 (One Cement :Six Sand) And Inside Plastring With Cement Plaster 1:3 (One Cement: Three Sand) Including Earth Work And Laying 10 Cm (Ten Centimetre)Cement Concrete In 1:5:10 (One Cement : Five Sand : Ten Graded Stone Aggregate) Of 40 Mm (Fourty Millimetre)Nominal Size And 7.5 Cm (Seven Point Five Centimetre) Cement Concrete 1:2:4 (One Cement : Two Sand : Four Graded Stone Aggregate Of 20 Mm (Twenty Millimetre) Nominal Size) And Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights; Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level :1:1.5:3 (One Cement : One Point Five Coarse Sand): Three Graded Stone Aggregate 20 Mm (Twenty Millimetre)Nominal Size) Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , 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-500 D Or More Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Stone Soling/Boulder Filling Dry Hand Packed In Under Floor Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (One Cement : Six Coarse Sand : Twelve Graded Stone Aggregate 20 Mm (Twenty Millimetre) Nominal Size) Upto Plinth Level With :Cement Mortar 1:6 (One Cement : Six Coarse Sand) Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor All Level In All Shapes And Sizes In :Cement Mortar 1:6 (One Cement : Six Coarse Sand) Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Kota Stone Slab Flooring Over 20 Mm (Twenty Millimetre) (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (One Cement : Four Coarse Sand) :25 Mm (Twenty Five Millimetre) Thick With 10 Cm (Ten Centimetre) Wide Granite Band Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Providing And Fixing 0.60Mm (Zero Point Sixty Millimetre) Thick Prepainted Insulated Steel Sheetsand-Wich Pufroofing, With Hot Dipped Metallic Zinc Coated Sheet With Top Coat Of Regular Modified Polyster (Rnp) Organic Coating Of 20 (Twenty) Microns Over 5 (Five) Microns Primer Coating To Back Coat Of Polyster Of 5 (Five)Microns Over 5 (Five)Microns Primer Coating,The Thickness Of Puff Shouldnot Be Less Than 5 Mm(Five Millimetre) And Wt.Of Puff Shoud Be 35-37 Kg (Thirty Five -Thirty Seven Kilogram) Per Cu.M. I/C Fixing With Self Drilling And Self Tapping Fasten Of Size 5.5 Mm (Five Point Five Millimetre) Dia And 55 Mm(Fifty Five Millimetre) Lap Complete With All Accesoriees As Required As Per The Direction Of Engineer-In-Charge. , Providing And Fixing Ridges Or Hips 60 Cm (Sixty Centimetre) Overall With 0.60Mm (Zero Point Six Zero Millimetre) Thick Prepainted Steel Sheets In Roofing With Hot Dipped Metalic Zinc Coated Sheets With Top Coat Of Regular Modified Polyster Organic Coating Of 20 (Twenty) Microns Over 5 (Five) Microns Primer Coating + Back Coat Of Polyster Of 5 (Five) Microns Over 5 (Five) Microns Primer Coating I/C Fixing With Self Drilling And Self Tapping Fasten Of Size 5.5 Mm (Five Point Five) Dia And 55 Mm (Fifty Five Millimetre) Lap Complete With All Accessories As Required As Per The Direction Of Engineer In Charges. , Providing And Fixing Valley 90 Cm (Ninety Centimetre) Overall 0.62Mm (Zero Point Six Two Millimetre) Thick Prepainted Steel Sheet In Roofing With Hot Dipped Metalic Zinc Coated Sheet With Top Coat Of Regular Modified Polyster Organic Coating Of 20 (Twenty) Microns Over 5 (Five) Microns Primer Coating Back Coat Of Polyster Of 5 (Five)Microns Over 5 (Five) Microns Primer Coating I/C Fixing With Self Drilling And Self Tapping Fasten Of Size 5.5 Mm (Five Point Five Millimetre) Dia And 55 Mm (Fifty Five Millimetre) Lap Complete With All Accessories As Required As Per The Direction Of Engineer-In-Charge. , Providing And Fixing M.S. Bp Sheet 1.66Mm To 2.00 Mm (One Point Sis Six Millimetre To Two Point Zero Zero Millimetre) Thick In Eaves Board/ Facia/Soffit / Ceiling Including Cutting, Fixing And Welding To Steel Roof Members And Applying A Coat Of Red Lead Primer Complete As Per The Instruction Of Engineer-In-Charge (Base Members Of Steel Work Shall Be Measured & Paid Separtely) Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Completeincluding Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , 15 Mm (Fifteen Centimetre) Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix 1:6 (One Cement: Six Coarse Sand) Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. (One Point Fourty Three Litre Per Ten Square Metre)Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm (Zero Point Ninety Litre Per Ten Square Metre) Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Providing And Fixing Plain Multipurpose Cement Board(Hight Pressure Steam Cured) With Suitable Screws For Cement Particle Board In Ceiling Etc. Complete (Frame Work To Be Paid Seperatately).6 Mm (Six Millimetre) Thick Cement Fiber Board As Per Is: 14862Including Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge. , Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications :Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm (Zero Point Ninety Litre Per Ten Square Metre) Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm (Zero Point Eighty Litre Per Ten Square Metre)Of Approved Brand And Manufactureincluding Carriage Of Material With In All Leads And Lifts And Other Incidentals And As Per The Direction Of The Engineer-In-Charge.

INR 1000 /-

INR 38400.0 /-

INR 19.19 Lakhs /-

Name of Work: Construction of stage Govt. sen. Sec. School at Kelodhar Tehsil Thunag Distt. Mandi HP (SH;- Construction ofStage)

Sl. No.	Item Description
1	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (one point five metre) in width or 10 sqm (ten square metre) on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m (one point five metre) including gettingout the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m (fifty metre) All kinds of soil. including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge.
2	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (one cement : five fine sand : ten graded stone aggregate 40 mm (fourty millimetre) nominal size)including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
3	Constructing Course rubble hammer dressed "U" shape open surface drain with side wall. 15x22 cm (fifteen into twenty two centimetre) in cement mortar 1:6 (one Cement :six Sand) and inside plastring with cement plaster 1:3 (one Cement: three Sand) including earth work and laying 10 cm (ten centimetre)cement concrete in 1:5:10 (one Cement : five Sand : ten graded stone aggregate) of 40 mm (fourty millimetre)nominal size and 7.5 cm (seven point five centimetre) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty millimetre) nominal size) and finished with a floating coat of neat cement complete as per standard design including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
4	Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
5	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
6	Centering and shuttering including strutting, propping etc. and removal of form for all heights; Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
7	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (one cement : one point five coarse sand): three graded stone aggregate 20 mm (twenty millimetre)nominal size) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
8	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-500 D or more including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
9	Stone soling/boulder filling dry hand packed in under floor including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
10	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm (twenty millimetre) nominal size) upto plinth level with :Cement mortar 1:6 (one cement : six coarse sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
11	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level in all shapes and sizes in :Cement mortar 1:6 (one cement : six coarse sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
12	Kota stone slab flooring over 20 mm (twenty millimetre) (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (one cement : four coarse sand) :25 mm (twenty five millimetre) thick with 10 cm (ten centimetre) wide granite band including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
13	Providing and fixing 0.60mm (zero point sixty millimetre) thick prepainted insulated steel sheetsand-wich pufroofing, with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating to back coat of polyster of 5 (five)microns over 5 (five)microns primer coating,the thickness of puff shouldnot be less than 5 mm(five millimetre) and wt.of puff shoud be 35-37 kg (thirty five -thirty seven kilogram) per cu.m. i/c fixing with self drilling and self tapping fasten of size 5.5 mm (five point five millimetre) dia and 55 mm(fifty five millimetre) lap complete with all accesoriees as required as per the direction of Engineer-in-charge.
14	Providing and fixing ridges or hips 60 cm (sixty centimetre) overall with 0.60mm (zero point six zero millimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) microns primer coating + back coat of polyster of 5 (five) microns over 5 (five) microns primer coating i/c fixing with self drilling and self tapping fasten of size 5.5 mm (five point five) dia and 55 mm (fifty five millimetre) lap complete with all accessories as required as per the direction of Engineer in Charges.
15	Providing and fixing valley 90 cm (ninety centimetre) overall 0.62mm (zero point six two millimetre) thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) microns primer coating back coat of polyster of 5 (five)microns over 5 (five) microns primer coating i/c fixing with self drilling and self tapping fasten of size 5.5 mm (five point five millimetre) dia and 55 mm (fifty five millimetre) lap complete with all accessories as required as per the direction of Engineer-in-charge.
16	Providing and fixing M.S. BP Sheet 1.66mm to 2.00 mm (one point sis six millimetre to two point zero zero millimetre) thick in eaves board/ facia/soffit / ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
17	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all completeincluding carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
18	15 mm (fifteen centimetre) cement plaster on rough side of single or half brick wall of mix 1:6 (one cement: six coarse sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
19	Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. (one point fourty three litre per ten square metre)Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm (zero point ninety litre per ten square metre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
20	Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).6 mm (six millimetre) thick Cement fiber board as per IS: 14862including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.
21	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm (zero point ninety litre per ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 sqm (zero point eighty litre per ten square metre)of approved brand and manufactureincluding carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.