Tender For Upgradation And Extension Of Baffle Range At Nams(Tender Id : 2022_Mes_550653_2), jalandhar-Punjab

Upgradation And Extension Of Baffle Range At Nams ( Tender Id : 2022_Mes_550653_2 ) -Surface Dressing Not Exceeding 15 Cm Deep In Soft / Loose Soil Completeall As Specified & Directed. 3 Earth Work In Excavation In All Kind Of Soil By Mechanical Means ( Hydraulic Excavator ) Over Areas ( Exceeding 30Cm In Depth, 1.50 Metre In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 Metre And Lift Upto 1.50 Metre Complete All As Specified And Directed. 4 All As Per Srl Item No 1.02 Above But Depth Exceeding 1.50 Metre And Not Exceeding 3.00 Metre. 5 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / In Trenches Or Drains ( Not Exceeding 1.5 Metre In Width Or 10 Sqm On Plan ) , Not Exceeding 1.5 Metre Deep Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 Metre, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 Metre Complete All As Specified And Directed. 6 All As Per Srl Item No 1.04Above But Depth Exceeding 1.50 Metre And Not Exceeding 3.00 Metre. 7 Excavating In Trenches In Soft / Loose Soil Not Exceeding 1.50 Metre Wide And Not Exceeding 1.50 Metre In Depth For Foundation For Pipes, Wells, Cesspits, Manholes, Pier Holes, Cables Etc Not Exceeding 10 Sqm On Plan And Not Exceeding 1.50 Metre In Depth And Getting Out Complete All As Specified And Directed. 8 All As Per Srl Item No 1.06Above But Depth Exceeding 1.50 Metre And Not Exceeding 3.00 Metre. 9 Surface Excavation Not Exceeding 30 Cm Deep And Averaging 15 Cm Deep, Getting Out In Any Type Of Soil Complete All As Specified And Directed. 10 Material And Labour For Approved Earth Filling In Floors / Trenches, Laid In Layers Not Exceeding 15Cm Thick Spread, Levelled And Rammed / Rolled Including Watering To Required Level & Gradient Complete All As Specified And As Directed. Note : Quoted Rate Shall Deemed To Be Inclusive Of Supply Of Earth From Outside Defence Land. 11 Returning, Filling In, Spreading, Leveling, Watering And Well Ramming In Layers Not Exceeding 25Cm Thick Each Complete All As Specified And Directed. 12 Material And Labourfor Cement Concrete 1:4:8 Type D-2 Using 40Mm Gradedstone Aggregate As In Foundation Filling Anf Mass Concrete Complete All As Specified And Directed. 13 Material And Labour For Rcc ( M-25 ) Design Mixusing 20 Mm Graded Stone Aggregate As In Foundation Including Rafts, Footings And Mass Concrete Etc Complete All As Specified Andas Directed. 14 Material And Labour For Rcctype M-25 ( Design Mix ) Using 20 Mm Graded Stone Aggregate In Beam, Lintels Over 1.5M Span Height For Staging Upto 9.5M From Gl Complete All As Specified Andas Directed. 15 Material And Labour For Rcctype M-25 ( Design Mix ) Using 20 Mm Graded Stone Aggregate In Columns, Pillars, Posts Height For Staging Upto 9.5M From Gl Etc Complete All As Specified Andas Directed. 16 Use And Waste Of Form Work To Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits Of Foundation And Plinth Beams And Similar Work, Vertical Or To Batter For Rough Finished Surfaces Of Concrete, Flat, Complete All As Specified And Directed. 17 Use And Waste Of Formwork To The Sides Of Pillars, Posts, Piers, Columns And Stanchions, Square Or Recatngular Or Polygonal, Rough Finished Surface Of Concrete Height For Staging Upto 9.5M From Gl Complete All As Specified. 18 Use And Waste Of Form Work To Sides And Soffits Of Floor Or Roof Beam Lintel Beam, Flat Surfaces, Support Overhanged Rough Finished Surface Of Concreteheight For Staging Upto 9.5M From Gl Complete All As Specified And Directed. 19 Material And Labour For Mild Steel Tmtbars 10 Mm Dia And Over, Cut To Length, Ent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And Directed 20 Material And Labourmild Steel Reinforcement Tmtbars 5 Mm Dia And Over Up To And Including 10 Mm Dia. In Stirrups, Spacers, Binders Etc.Cut To Length, Bent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And Directed. 21 M & L For Preparation Of New Or Previously Untreated Steel Surfaces Of Any Description, Over 10 Cm Width Or Girth Not Otherwise Described For And Priming With Red Oxide Primer And Applying Two Coat Of Synthetic Enamel Paint Over Priming Coat All As Specified And Directed. 22 Material And Labour For Rcc M-25 Design Mix, Using 20 Mm Graded Aggregates In Walls, Retaining Walls, Basement Walls And The Like; Any Thickness; Above Top Of Footings; Including Attached Pilasters And Buttresses Complete All As Specified And As Directed. 23 Material And Labour 20Mm Thick Cement Plaster 1:4 Mixed With Recron Fibre @ 180Gm / Bag Of Cement Or As Per Manufacturer Instruction S ( Rough Finish ) . Note:- Recron Fibre Will Be Measured & Paid For Separately Under Relevant Item Here-In-After. 24 Supply Only Recron Fibre Complete All As Specified And Directed. ( Recron Fibre Shall Be Is Marked & Shall Be Approved By Ge. 25 Removal Of Excavated Spoilto A Distanceexceeding 500 Metre But Not Exceeding 1.5 Km And Depositing Where Directed At A Level Not Exceeding 1.5 Metre Above The Starting Point Complete All As Specified And Directed. 26 Supply Only 80Mm Thick Bullet Resistant Fics Panel ( Slurry Infiltrated Fibre Concrete ) Of Size 2.0 Metre X 1.0 Metre ( In Three Parts As Shown On Drgs ) ( 0.7M+0.6M+0.7M ) In Lining On Firing Face Of Baffle Wall All As Per Tbrl Design And Specifications And Baffle Range Manual ( As Amended Up To Date ) All As Per Shown In Drg.Note:- ( I ) Only Tbrl Certified Makes Panels Shall Be Used In Work. ( Ii ) Testing Of Panel Shall All Be Carried Out All As Specified In Particular Specification Section - Ii 27 Fixing Only Of Fics Panels On Baffle Wall Using 02 Nos Of Hardwood Battens Of Size 2000Mmx100mmx35mm At The Back Of Panel And Using 06 Nos Of Trutek Or Equivalent M-20 Bolts And Nuts Of Min 300Mm Length And 30 / 32Mm Dia / Bore Galvanised Steel Sleeve Medium Grade Alongwith Hardwood Cap As Per Requirement At Site Complete All As Specified And As Shown On Drgs. 28 Fixing Only Of Fics Panels On Baffle Wall Using 02 Nos Of Hardwood Battens Of Size 2000Mmx100mmx35mm At The Back Of Panel And Using 06 Nos Of Trutek Or Equivalent M-20 Bolts And Nuts Of Min 675Mm Lengthwith Hardwood Cap Over The Exposed Faces Of Bolts Of Size 100X100mm In Existing Sleeve Complete All As Specified And Directed By Engr-In-Charge. Note For Item No. 1.26 & 1.27:- Any Other Items Required For Fixing Of Fics Panels Shall Also Be Deemed To Be Included In The Quoted Rates & Nothing Extra Shall Be Admissible. 29 Material And Labour For 30Mm Thick Cement Palster 1:3 Mixed With Recron Fibre @ 180Gm / Bag Of Cement Or ManufacturerS Instructions As Specified ( Rough Finished ) . Note:- Recron Fibre Shall Be Measured & Paid For Separately Under Relevant Items Here-In-Before. 30 Material & Labour For Reinforced Cement Concrete Type M-25 Design Mix Using 20 Mm Graded Stone Aggregatein Stair Case Including Steps Complete All As Specified Andas Directed. 31 Use And Waste Of Formwork To Faces Of Walls, Retaining Walls, Abutments, Parapets & Staircase Railings And Similar Work Including Attached Pilasters, Buttresses Etc Vertical Or To Fair Finished Complete All As Specified And As Directed. 32 Supply And Fixing 2Nd Class Hard Wood Boarding 30Mm Thick Clean Sawn With Butt Joints With Nails Is Any Situation ( Except Flooring And Skirting ) Complete All As Specified And Directed. 33 Material And Labour For Cement Plaster 15Mm Thick On Fair Faces Or Other Than Fair Faces Of Brick Work In Cement Mortar ( 1:4 ) Finished Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed 34 Material And Labour For Preparation Of Newly Plastered Surface On Wall And Applying Two Coats Of Apexpaint Over A Coat Of Alkali Resistant Primer At A Height Not Exceeding 13M Above Or Below Gl In Camouflaging Pattern Complete All As Specified And Directed. 35 Material And Labour 200 Mm Bore Dia Rcc Pipes Class Np2 Complete With Collars Laid In Trenches And Testing Complete All As Specified And Directed 36 Material And Labour For Plain Cement Concrete ( 1:3:6 ) Type C-2 Using 40Mm Graded Stone Aggregate As In Bed Of 200Mm Dia Rcc Pipes Including Forming Cradles After They Are Laid & Tested Complete All As Specified. 37 Material And Labour For Preparation Of New Wooden Surfaces Of Any Description, Not Otherwise Described Over 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Pink Primercomplete All As Specified. 38 M&L For Rcc ( M-25 ) Design Mix As Using 20 Mm As In Slab Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balcony, Canopy, Deck Slab And In Shelves And The Like Complete All As Specified Andas Directed. 39 Use And Waste Of Form Work To Sides And Soffits Of Suspended Slabs Such As Roof Slab, Landing And Similar Work Complete All As Specifed And Directed. 40 Use And Waste Of Form Work To Edges Of Slabs Such As Roof Slab, Landing And Similar Work Complete All As Specifed And Directed. 41 Material And Laying Mild Steel Frame Work As In Manhole Cover And In Hold Fast Complete Welded, Hinged Or Pinned Confirming O Fe-290 Gde E-165 Complete All As Specified. 42 Material And Labour For Mild Steel Round Deformedbars 16 Mm Dia And Over, Cut To Length, Ent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 09.Mm Dia Or Securing With Clips Complete All As Specified And Directed 43 Material And Labour For Precast Reinforced Cement Concrete 1:2:4 Type B-1 Using 20Mm Graded Stone Aggregate As In Manhole Cover And Set In Cement Mortar 1:4 Complete All As Specified. 44 Supply Only Composite Trapezoidal Boxes For Ground Barriers Of Size 1000Mm X ( 700Mm Front& 650Mm Back ) X200mm Thick All As Per Details Shown On Drawings. 45 All As Per Srl Item No 1.43 Above But Of Size 900Mmx ( 700Mm Front And 650Mm Back ) X200mm Thick Complete All As Per Details Shown On Drawings. Note For Item No. 1.43 & 1.44:- Earth Filling, Stone Aggregate & Pcc 1:3:6 Type C-2 Shall Be Measured & Paid For Separately Under Relevant Items. 46 Material And Labour For Plain Cement Concrete 1:3:6 Type C-2 Using 40Mm Graded Stone Aggregate In Foundation For Fixing Of Ground Barrier Boxes Complete All As Specified. 47 Supply And Filling Graded Coarse Aggregates Of Nominal Size 10-20Mm, For Ground Barrier Boxes Including Filling All As Direced By Engr-In-Charge. 48 Demolition Of Cement Concrete ( Unreinforced ) In Ground Floors And Paving Not Exceeding 15Cm Thick ( Below Or Above Ground Level ) Complete All As Specified And Directed. 49 Material And Labour For 75Mm Thick Cement Concrete 1:2:4 Type B-1 Using 20Mm Graded Stone Aggregate As In Sub Base Of Flooring Finishing Surfaces Finished The Surface Even And Smooth Without Using Extra Cement Complete All As Specified And Directed. 50 Material And Labour Brick Work With Fly Ash Bricks Straight Or Curved On Plan Exceeding 6.00 Mtr Mean Radius In Cement Mortar 1:4 Including Corbelling Etc Including Demolition Of Old Brick Work Complete All As Specified And Directed 51 Taking Down Cement Plaster From Walls / Ceilling Including Raking Outjoints, Hacking For Key Scrubbing Down With Water And Dispose Off Debris Upto Distance Not Exceeding 500 M Where Directed Complete All As Specified And As Directed. 52 Supply And Fixing Ms Wire Mesh Of Size 40Mmx40mm Aperture Hole With Thickness 2 To 3Mm And Welding To Existing Reinforcement In Wall / Ceiling ( Minimum 40 Pieces In One Sqm ) Including Necessary Fixing Arragement Like Scaffolding, Welding Machining Etc Complete All As Specifed And As Directed. 53 Taking Down Bullet Resistant Sifcon Panel Of Any Thickness Size And In Any Position On Baffle Wall Etc Complete All As Directed. 54 Dismantling Off Framed Work Timber Scantling 40 Sqcm And Over In Section & In Any Position Completeall As Specified. 55 Dismantling Of Reinforced Cement Concrete Of Any Description & In Any Position At Any Depth Above Or Below Gl Completeall As Specified And Direced By Engr-In-Charge. 56 Material And Labour For Plain Cement Concrete ( 1:2:4 ) Type B-1 Using 20Mm Graded Stone Aggregate Cast In Situ In Lintels Upto 1.5M Span, Cills And Other Similar Bands, Parapets, Copings Bed Plates & Like Including Weathering Etc Complete Allas Specified. 57 Dismantling Structural Steel Work Including Members By Cutting Rivets, Removing Nuts & Bolts Complete All As Specified And As Directed. 58 Supply And Fixing Mild Steel Work As In Framed Work Such As Targets, Grills, Grating, Framed Guard Bars Etc With Ends Of Bars Shouldered Or Rivetted Or Forged Into Spikes And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified And As Directed By Engr-In-Chrage. 59 Supply And Fixing In Repairs 16Mm Dia Hard Drawn Twisted Steel Wire Rope Fixed In Any Position Including Necessary Cutting, Notching And Bolting Arrangement Complete All As Specified And As Directed. 60 Supply And Cast Iron Work Grade Fg-150 Machined, In Pulleys And Similar Article Weight Not Execeeding 5 Kg Each Complete All As Specified. 61 Supply And Fixing 2Nd Class Hard Wood Boarding 15Mm Thick Clean Sawn With Butt Joints With Nails Fixed Over Ms Frame As Targets In Any Situation ( Except Flooring And Skirting ) Complete All As Specified And Directed. 62 Supply & Fixingmild Steel Screw Bolts ( Machine Made ) 11 To 15Mm Dia Of Shank With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut, Length Of Bolt Exc. 5 But Not Exc. 10 Cm Long, Complete All As Specified And As Directed. 63 Material And Labour For 25Mm Thick Cement Concrete 1:2:4 Type B-1 Using 20 Mm Graded Stone Aggergate As In Floors Or Steps And Treads Finishing Cement Concrete Surface Ever And Smooth With Using Extra Cement Complete All As Specified. 64 Dismantling Of Heavy Armoured Plate Of Mild Steel Work Of Any Description Fixed With Nuts & Bolts Over Stop Butt Complete All As Specified & As Directed By Engr-In-Charge. 65 Fixing Only Heavy Armoured Plate Of Any Description With Nuts & Bolts Over Stop Butt Complete All As Specified. Note:- Nuts & Bolts To Be Measured & Paid Separtely Under Item No 1.61 & 1.76. 66 Material For Labour 2Nd Class Hard Wood Wrought In Scantlings And Fixed In Repairs To Replace Old And Decayed Timber ( Including Piecing Scarfing Etc Of Old And New Timbers If Required ) In Any Shape & Place Complete All As Specified And Directed. 67 Supply And Fixing 25Mm Thick Second Class Hard Wood Planks Fixed Over Stop Butt With Nails, Screws Etc Complete All As Specified And As Directed. 68 Material & Labour For Earth Filling Under Stop Butt Approved By Ge, Earth Shall Be Free From Vegetation, Aggregate & Shall Be Dry In Powder Form And Filling In Embankement Complete All As Directed By Engr-In-Charge.Note : Quoted Rate Shall Deemed To Be Inclusive Of Supply Of Earth From Outside Defence Land. 69 Material & Labour For Roughening Old Concrete Surfaces Of Wall / Ceiling Surfaces By Picking, Tucking With Chiseling, Sweeping Clean And Washing Down With Water To Remove Dust Etc For Baffle Wall / Side Wall / Stop Butt Complete All As Specified And Directed By Engr-In-Charge. 70 Supply And Fixing Ms Mesh Of Mesh Of Size 25Mm And 1.4Mm Dia Wire Welding To Existing Reinforcement In Wall / Ceiling Including Necessary Fixing Arrangement Like Scaffolding Welding Machine Etc Complete All As Specified And As Directed. 71 Material & Labour Washed Stone Grit Plaster On Exterior Walls 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 @ 3Kg Of Cement Per Sqm, Top Layer 15Mm Cement Plaser 1:1 / 2:2 ( 1 Cement:1 / 2 Coarse Sand: 2 Stone Chipping 10Mm Nominal Size ) In Panels Withgroove All Around As Per Approved Pattern Including Scrubbing And Washing The Top Layer With Brushes And Water To Expose The Stone Chippings Complete All As Specified. 72 Material And Labour For Preparing Old Plastered Surfaces Of Wall And Applying One Coat Of Apex Paint At Height Not Exceeding 10Mtr From Gl In Camouflaging Pattern Over A Coat Of Alkali Resistant Primer Complete All As Directed. 73 Material And Labour Brick Work With Sub Class B Brick Straight Or Curved On Plan To Any Radius In Half Brick Thick Built In Cm 1:4 Complete All As Specified And Directed 74 Material And Labour Brick Work With Sub Class B Brick Straight Or Curved On Plan Exceeding 6M Mean Radiusbuilt In Cm 1:6 Complete All As Specified And Directed 75 Material And Labour For Flush Pointing To Bricks Walls In Cement Mortor 1:3 Complete All As Directed By Engr-In-Charage. 76 Extra For Forming Fair Finished Drain Or Channel 30Cm Inner Girth In Cement Concrete Using Extra Cement Including Forms, Moulds Stopped Ends Etc Complete All As Specified And Directed. 77 Supply And Fixing Mild Screw Botls ( Machine Made ) 16 To 20Mm Dia Of Shank With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut, Length Of Bolt Exc. 22.5 Cm But N. Exc 30 Cm Long, Complete All As Specified And As Directed. 78 E / M Works 79 Material And Laying For Sub B Bricks ( Old Size ) For Cable Protection Laid Flat And Dry Intrenches Over The Cable Perpendicular To The Direction Of Cable Complete All As Specified In Ssr And Directed By Engr-In-Charge. 80 Mateiral & Labour Sand Cushioning With Dry And Clean Sand In Two Layers First Layers Of 80Mm Thick Before Laying Of Cables And Second Layer Of 150Mm After Laying Of Cable Complete All As Specified And Directed By Engr-In-Charge. Note:- Punned Down Thickness Shall Be Measured For Payment. 81 Supply And Laying In Replacement Of Lt Underground Cable Xlpe Insulated, Inner Pvc Sheathed, Galvanized Steel Strip Armoured, Pvc Sheathed Electric Power Cable With Stranded Compact Aluminium Conductor 1100 Volts Grade 35Sqmm 3.5 Core Suitable For Earthed System Laid In Duct / Trench / Along Pole Etc Including Making Connection. Note:- The Cost Of Aluminium Timbles / Lugs And Cable Gland Etc Is Incl In Quoted Rate And No Extra Payment Will Be Made For It. 82 All As Per Srl Item No. 2.03 Here-In-After But Of Size 25 Sqmm 4 Core 83 All As Per Srl Item No. 2.03 Here-In-After But Of Size 10 Sqmm 2 Core 84 Supply And Fixing In Replacement Street Light Fitting Bracketmade Out Of Galvanised Iron Pipe 40Mm Bore Light Grade 1.5 Mtr Long Complete With Nuts, Bolts, Washer Clamp Etc All As Specified And Directed By Engr-In-Charge. 85 Supply And Fixing In Replacement Galvanized Iron Pipe Of 50Mm Bore Light Grade Fixed To Poles / Walls With Nuts, Bolts And Washers Or Laid Under Road Crossing Complete All As Specified And Directed. 86 Material And Labour Fabricating And Fixing In Replacement Cross Arms ( Any Type ) Supports, Bracing, Stiffners Etc Made Out Of Ms Channel, Angle Iron, Flat Iron Of Any Size Including Drilling Of Holes, Making Clamps, Eye Hooks, Nuts, Bolts And Washers Etc, Welding If Required Including Painting With Two Coats Of Aluminium Paint Over A Coat Of Red Oxide Primer Complete All As Specified And Directed. 87 Supply And Fixing In Replacement Pin / Disc Type Procelain Vitreous White, Brown Or Green Insulator Including One Galvanized Mild Steel Straps, Washers And Nuts For 1100 Volts Grade, Including Removal Of Existing Insulators Complete All As Specified And Directed. 88 Material And Labour In Replacement For Acsr Conductor Any Size Drawn Straight Horizontal Lt Over Head Lines On Existing Poles Including Binding With Insulators, Weight Of Conductor Shall Be Measured Straight Horizontal Distance Between Centre Of Two Adjacent Ht / Lt Poles And Calculating Weight Of Conductor Or Size Length By Adding 3% Extra For Sag, Jointing Jumpers Etc Complete All As Specified And Directed. 89 Supply And Fixing Led Street Light Fitting Ip-66 Pressure Dia Cast Aluminium Housing ( Heat Sink ) For Effective Thermal Management, Sturdiness Excellent Corrosion Resistant Ip Operating Voltage 140-270 Volts, Pf ( 0.95 ) , Assemetric Lens Of Leds, Luminous Flux>3800Lm, Efficacy Of Led>130 Lm / W, Of Luminaires 60 Watt Led 5700K Including Fitting, Lamp Etc Complete All As Specified And Directed. 90 Supply And Fixing In Replacement Lt Feeder Pillar Box 440 Volts 3 Phase 4 Wire 50 Hz Out Door Weather Proof Ip-56 ( Cpri Approved ) Made Out Of 3Mm Thick Crca Sheet And Angle Iron Frame Made Out Of 50X50x6mm Both Side Opening And Suitable To Fix Cable Glands Locking Arrangements Powder Coated And Panel Embarked In Pcc Block 30X30x60cm Fixing In Ground With Suitable Size Of Nut Bolts And Comprising Of The Following:- ( A ) Aluminium Bus Bar Of Capacity 200 Amps - 1 Set Of 4 ( Ryb & Black Duly Insulated ) ( B ) Mccb 100 Amps, 16 Ka With Adjustable Thermal And Fixed Magnetic Type Ics 100%-01 No. ( C ) Mcb Tpn 63 Amp, 10Ka, 415V-02 Nos ( D ) Automatic Quatrz Time Switch 3 Phase- 02 Nos ( E ) Digital Amp Meter Of Capacity 0 To 200 Amp With Selector Switch=01 No ( F ) Digital Volt Meter Of Capacity 0 To 500 Volt-01 No. ( G ) Led Indicator Lamp- Set Of Three. 91 Supply And Errecting Prestressed Concrete Pole 9.0 Mtrs Long, 120X172mm At Top And 102Mm X 279Mm At Bottom Class 10 Complete With Painting On Poles All As Specified And As Directed By Engr-In-Charge. 92 Material And Labour For Earthing Complete With Galvanized Steel Earth Plate Electrode 600X600x6mm Thick, Buried Directly In Ground ( Earth Pit Not Less Than 2.25 Metres Deep Below Ground Level ) With Top Edge Of The Plate Not Less Than 1.50 Metres Below Normal Ground Level, Earth Plate Surrounded From All Sides By 15Cm Thick Packed Layers Of Charcoal Dust And Common Salt Filling In Alternate Layers Alround, Top & Bottom And Electrode Connection By Using Galvanized Iron Earth Strip 25X4mm Connected To Earth Plate Electrode By Means Of Bolts, Nuts Check Nuts And Washers Made Of Galvanized Iron Or Steel And Thimbles, Gi Pipe Light Grade 20Mm Bore For Watering With Funnel And Wire Mesh, Gi Medium Grade 40Mm Bore Protection Pipe For Drawing In Earth Lead Wire, Pcc Chamber In Pcc 1:2:4, Type B-1 With Angle Iron 25X25x3mm Frame Work And Pre-Cast Rcc Cover In Rcc 1:2:4, Type B-1, Cover Reinforced With 8Mm Dia Tmt Bars @100Mm C / C Both Ways And 12Mm Dia Ms Fabricated Handle, Test Point Complete All As Shown In Electrical Plate No 3 Of Mes Standard Schedule Of Rates ( Part-I ) Including Necessary Excavation And Earth Work In Any Type Of Soil, Returning Filling And Removal Of Soil To A Distance Not Exc 50 Metres And Testing On Completion Complete All As Specified And Directed.Notes ( A ) The Unit Rate Shall Include For Gi Protection Pipe, Gi Watering Pipe, Wire Mesh, Funnel And Excavation, Rcc Pit Cover, Test Point, Galvanised Iron Strip From Top Of Earth Plate Upto 5.0 Metres Above Ground Level And If Gi Protection Pipe Is Less Than 5.0 Metres, No Price Adjustment Shall Be Made. ( B ) Pccpit Shall Be Provided At Least 50Cm Away From The Earth Pit And Not Just On The Earth Pit And Extra Cost Of Additional Length Of Water Pipes And Fittings, Junction, Elbow Etc Shall Be Deemed To Be Included In The Unit Rate. ( C ) If The Testing Result Of Earthingwork Is Not Found Satisfactory Then The Contractor Shall Do Another Earthing Work At His Own Cost And Nothing Shall Be Permissible On This Account. ( D ) Earthing Work Will Be Carried Out In Presence Of Mes Representative.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	23-Dec-2022	CORRIGENDUM NO 02 DATED 23 DEC 2022	BOQ	02-01-2023
2	23-Dec-2022	CORRIGENDUM NO 01 DATED 23 DEC 2022	Other	02-01-2023
3	02-Jan-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	09-01-2023

INR 3000 /-

INR 664000.0 /-

INR 6.78 Crore /-

Name of Work: UPGRADATION AND EXTENSION OF BAFFLE RANGE AT NAMS(Tender ID : 2022_MES_550653_2)

Sl. No.	Item Description
1	Building Works
2	Surface dressing not exceeding 15 cm deep in soft/ loose soil completeall as specified & directed.
3	Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50 metre in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 metre and lift upto 1.50 metre complete all as specified and directed.
4	All as per Srl item No 1.02 above but depth exceeding 1.50 metre and not exceeding 3.00 metre.
5	Earth work in excavation by mechanical means (Hydraulic excavator)/ in trenches or drains (not exceeding 1.5 metre in width or 10 sqm on plan), not exceeding 1.5 metre deep including dressing of sides and ramming of bottoms, lift upto 1.5 metre, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metre complete all as specified and directed.
6	All as per Srl item No 1.04above but depth exceeding 1.50 metre and not exceeding 3.00 metre.
7	Excavating in trenches in soft/ loose soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth for foundation for pipes, wells, cesspits, manholes, pier holes, cables etc not exceeding 10 Sqm on plan and not exceeding 1.50 metre in depth and getting out complete all as specified and directed.
8	All as per Srl item No 1.06above but depth exceeding 1.50 metre and not exceeding 3.00 metre.
9	Surface excavation not exceeding 30 cm deep and averaging 15 cm deep, getting out in any type of soil complete all as specified and directed.
10	Material and labour for approved earth filling in floors/ trenches, laid in layers not exceeding 15cm thick spread, levelled and rammed/ rolled including watering to required level & gradient complete all as specified and as directed. Note : Quoted rate shall deemed to be inclusive of supply of earth from outside defence land.
11	Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed.
12	Material and labourfor cement concrete 1:4:8 type D-2 using 40mm gradedstone aggregate as in foundation filling anf mass concrete complete all as specified and directed.
13	Material and labour for RCC(M-25) Design mixusing 20 mm graded stone aggregate as in foundation including rafts, footings and mass concrete etc complete all as specified andas directed.
14	Material and labour for RCCtype M-25 (Design Mix) using 20 mm graded stone aggregate in beam, lintels over 1.5m span height for staging upto 9.5m from GL complete all as specified andas directed.
15	Material and labour for RCCtype M-25 (Design Mix) using 20 mm graded stone aggregate in columns, pillars, posts height for staging upto 9.5m from GL etc complete all as specified andas directed.
16	Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces of concrete, flat, complete all as specified and directed.
17	Use and waste of formwork to the sides of pillars, posts, piers, columns and stanchions, square or recatngular or polygonal, rough finished surface of concrete height for staging upto 9.5m from GL complete all as specified.
18	Use and waste of form work to sides and soffits of floor or roof beam lintel beam, flat surfaces, support overhanged rough finished surface of concreteheight for staging upto 9.5m from GL complete all as specified and directed.
19	Material and labour for mild steel TMTbars 10 mm dia and over, cut to length, ent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
20	Material and labourmild steel reinforcement TMTbars 5 mm dia and over up to and including 10 mm dia. in stirrups, spacers, binders etc.cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
21	M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth not otherwise described for and priming with red oxide primer and applying two coat of synthetic enamel paint over priming coat all as specified and directed.
22	Material and labour for RCC M-25 Design Mix, using 20 mm graded aggregates in walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed.
23	Material and labour 20mm thick cement plaster 1:4 mixed with RECRON FIBRE @ 180gm/ bag of cement or as per manufacturer instruction s (Rough finish). Note:- Recron fibre will be measured & paid for separately under relevant item here-in-after.
24	Supply only RECRON FIBRE complete all as specified and directed. (RECRON FIBRE shall be IS marked & shall be approved by GE.
25	Removal of excavated spoilto a distanceexceeding 500 metre but not exceeding 1.5 KM and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed.
26	Supply only 80mm thick bullet resistant FICS Panel (Slurry infiltrated fibre concrete) of size 2.0 metre x 1.0 metre (in three parts as shown on drgs)(0.7m+0.6m+0.7m) in lining on firing face of baffle wall all as per TBRL design and specifications and baffle range manual (as amended up to date) all as per shown in drg. Note:- (i) Only TBRL certified makes panels shall be used in work. (ii)Testing of panel shall all be carried out all as specified in Particular Specification Section - II
27	Fixing only of FICS panels on baffle wall using 02 Nos of hardwood battens of size 2000mmx100mmx35mm at the back of panel and using 06 Nos of TRUTEK or equivalent M-20 bolts and nuts of min 300mm length and 30/32mm dia/ bore galvanised steel sleeve medium grade alongwith hardwood cap as per requirement at site complete all as specified and as shown on drgs.
28	Fixing only of FICS panels on baffle wall using 02 Nos of hardwood battens of size 2000mmx100mmx35mm at the back of panel and using 06 Nos of TRUTEK or equivalent M-20 bolts and nuts of min 675mm lengthwith hardwood cap over the exposed faces of bolts of size 100x100mm in existing sleeve complete all as specified and directed by Engr-in-Charge. Note for Item No. 1.26 & 1.27:- Any other items required for fixing of FICS panels shall also be deemed to be included in the quoted rates & nothing extra shall be admissible.
29	Material and labour for 30mm thick cement palster 1:3 mixed with RECRON FIBRE @ 180gm/ bag of cement or manufacturer"s instructions as specified (Rough finished). Note:- RECRON FIBRE shall be measured & paid for separately under relevant items here-in-before.
30	Material & labour for reinforced cement concrete type M-25 design mix using 20 mm graded stone aggregatein stair case including steps complete all as specified andas directed.
31	Use and waste of formwork to faces of walls, retaining walls, abutments, parapets & staircase railings and similar work including attached pilasters, buttresses etc vertical or to fair finished complete all as specified and as directed.
32	Supply and fixing 2nd class hard wood boarding 30mm thick clean sawn with butt joints with nails is any situation (except flooring and skirting) complete all as specified and directed.
33	Material and labour for cement plaster 15mm thick on fair faces or other than fair faces of brick work in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and as directed
34	Material and labour for preparation of newly plastered surface on wall and applying two coats of Apexpaint over a coat of alkali resistant primer at a height not exceeding 13m above or below GL in camouflaging pattern complete all as specified and directed.
35	Material and labour 200 mm bore dia RCC pipes class NP2 complete with collars laid in trenches and testing complete all as specified and directed
36	Material and labour for Plain cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in bed of 200mm dia RCC pipes including forming cradles after they are laid & tested complete all as specified.
37	Material and labour for preparation of new wooden surfaces of any description, not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primercomplete all as specified.
38	M&L for RCC(M-25) Design mix as using 20 mm as in slab supported on walls, beams and columns in floors, roofs, landings, balcony, canopy, Deck slab and in shelves and the like complete all as specified andas directed.
39	Use and waste of form work to sides and soffits of suspended slabs such as roof slab, landing and similar work complete all as specifed and directed.
40	Use and waste of form work to edges of slabs such as roof slab, landing and similar work complete all as specifed and directed.
41	Material and laying mild steel frame work as in manhole cover and in hold fast complete welded, hinged or pinned confirming o Fe-290 Gde E-165 complete all as specified.
42	Material and labour for mild steel round deformedbars 16 mm dia and over, cut to length, ent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 09.mm dia or securing with clips complete all as specified and directed
43	Material and labour for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole cover and set in cement mortar 1:4 complete all as specified.
44	Supply only composite trapezoidal boxes for ground barriers of size 1000mm x(700mm front& 650mm back)x200mm thick all as per details shown on drawings.
45	All as per Srl item No 1.43 above but of size 900mmx (700mm front and 650mm back)x200mm thick complete all as per details shown on drawings. Note for item No. 1.43 & 1.44:- Earth filling, stone aggregate & PCC 1:3:6 type C-2 shall be measured & paid for separately under relevant items.
46	Material and labour for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundation for fixing of ground barrier boxes complete all as specified.
47	Supply and filling graded coarse aggregates of nominal size 10-20mm, for ground barrier boxes including filling all as direced by Engr-in-Charge.
48	Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thick (below or above ground level) complete all as specified and directed.
49	Material and labour for 75mm thick cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in sub base of flooring finishing surfaces finished the surface even and smooth without using extra cement complete all as specified and directed.
50	Material and labour brick work with fly ash bricks straight or curved on plan exceeding 6.00 mtr mean radius in cement mortar 1:4 including corbelling etc including demolition of old brick work complete all as specified and directed
51	Taking down cement plaster from walls/ ceilling including raking outjoints, hacking for key scrubbing down with water and dispose off debris upto distance not exceeding 500 m where directed complete all as specified and as directed.
52	Supply and fixing MS wire mesh of size 40mmx40mm aperture hole with thickness 2 to 3mm and welding to existing reinforcement in wall/ ceiling (minimum 40 pieces in one sqm) including necessary fixing arragement like scaffolding, welding machining etc complete all as specifed and as directed.
53	Taking down bullet resistant SIFCON panel of any thickness size and in any position on baffle wall etc complete all as directed.
54	Dismantling off framed work timber scantling 40 sqcm and over in section & in any position completeall as specified.
55	Dismantling of reinforced cement concrete of any description & in any position at any depth above or below GL completeall as specified and direced by Engr-in-Charge.
56	Material and labour for plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate cast in situ in lintels upto 1.5m span, cills and other similar bands, parapets, copings bed plates & like including weathering etc complete allas specified.
57	Dismantling structural steel work including members by cutting rivets, removing nuts & bolts complete all as specified and as directed.
58	Supply and fixing mild steel work as in framed work such as targets, grills, grating, framed guard bars etc with ends of bars shouldered or rivetted or forged into spikes and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engr-in-Chrage.
59	Supply and fixing in repairs 16mm dia hard drawn twisted steel wire rope fixed in any position including necessary cutting, notching and bolting arrangement complete all as specified and as directed.
60	Supply and cast iron work grade FG-150 machined, in pulleys and similar article weight not execeeding 5 Kg each complete all as specified.
61	Supply and fixing 2nd class hard wood boarding 15mm thick clean sawn with butt joints with nails fixed over MS frame as targets in any situation (except flooring and skirting) complete all as specified and directed.
62	Supply & fixingmild steel screw bolts (machine made) 11 to 15mm dia of shank with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc. 5 but not exc. 10 cm long, complete all as specified and as directed.
63	Material and labour for 25mm thick cement concrete 1:2:4 type B-1 using 20 mm graded stone aggergate as in floors or steps and treads finishing cement concrete surface ever and smooth with using extra cement complete all as specified.
64	Dismantling of heavy armoured plate of mild steel work of any description fixed with nuts & bolts over stop butt complete all as specified & as directed by Engr-in-Charge.
65	Fixing only heavy armoured plate of any description with nuts & bolts over stop butt complete all as specified. Note:- Nuts & bolts to be measured & paid separtely under item No 1.61 & 1.76.
66	Material for labour 2nd class hard wood wrought in scantlings and fixed in repairs to replace old and decayed timber (including piecing scarfing etc of old and new timbers if required) in any shape & place complete all as specified and directed.
67	Supply and fixing 25mm thick second class hard wood planks fixed over stop butt with nails, screws etc complete all as specified and as directed.
68	Material & labour for earth filling under stop butt approved by GE, earth shall be free from vegetation, aggregate & shall be dry in powder form and filling in embankement complete all as directed by Engr-in-Charge. Note : Quoted rate shall deemed to be inclusive of supply of earth from outside defence land.
69	Material & labour for roughening old concrete surfaces of wall/ ceiling surfaces by picking, tucking with chiseling, sweeping clean and washing down with water to remove dust etc for baffle wall/ side wall/ stop butt complete all as specified and directed by Engr-in-Charge.
70	Supply and fixing MS mesh of mesh of size 25mm and 1.4mm dia wire welding to existing reinforcement in wall/ ceiling including necessary fixing arrangement like scaffolding welding machine etc complete all as specified and as directed.
71	Material & labour washed stone grit plaster on exterior walls 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 @ 3Kg of cement per sqm, top layer 15mm cement plaser 1:1/2:2 (1 cement:1/2 coarse sand: 2 stone chipping 10mm nominal size) in panels withgroove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete all as specified.
72	Material and labour for preparing old plastered surfaces of wall and applying one coat of APEX paint at height not exceeding 10mtr from GL in camouflaging pattern over a coat of alkali resistant primer complete all as directed.
73	Material and labour brick work with sub class "B" brick straight or curved on plan to any radius in half brick thick built in CM 1:4 complete all as specified and directed
74	Material and labour brick work with sub class "B" brick straight or curved on plan exceeding 6m mean radiusbuilt in CM 1:6 complete all as specified and directed
75	Material and labour for flush pointing to bricks walls in cement mortor 1:3 complete all as directed by Engr-in-Charage.
76	Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds stopped ends etc complete all as specified and directed.
77	Supply and fixing mild screw botls (machine made) 16 to 20mm dia of shank with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc. 22.5 cm but n. exc 30 cm long, complete all as specified and as directed.
78	E/M Works
79	Material and laying for sub "B" bricks (old size) for cable protection laid flat and dry intrenches over the cable perpendicular to the direction of cable complete all as specified in SSR and directed by Engr-in-Charge.
80	Mateiral & labour sand cushioning with dry and clean sand in two layers first layers of 80mm thick before laying of cables and second layer of 150mm after laying of cable complete all as specified and directed by Engr-in-Charge. Note:- Punned down thickness shall be measured for payment.
81	Supply and laying in replacement of LT underground cable XLPE insulated, inner PVC sheathed, galvanized steel strip armoured, PVC sheathed electric power cable with stranded compact aluminium conductor 1100 volts grade 35Sqmm 3.5 core suitable for earthed system laid in duct/ trench/ along pole etc including making connection. Note:- The cost of aluminium timbles/ lugs and cable gland etc is incl in quoted rate and no extra payment will be made for it.
82	All as per srl item No. 2.03 here-in-after but of size 25 Sqmm 4 core
83	All as per srl item No. 2.03 here-in-after but of size 10 Sqmm 2 core
84	Supply and fixing in replacement street light fitting bracketmade out of galvanised iron pipe 40mm bore light grade 1.5 mtr long complete with nuts, bolts, washer clamp etc all as specified and directed by Engr-in-Charge.
85	Supply and fixing in replacement galvanized iron pipe of 50mm bore light grade fixed to poles/ walls with nuts, bolts and washers or laid under road crossing complete all as specified and directed.
86	Material and labour fabricating and fixing in replacement cross arms (any type) supports, bracing, stiffners etc made out of MS channel, angle iron, flat iron of any size including drilling of holes, making clamps, eye hooks, nuts, bolts and washers etc, welding if required including painting with two coats of aluminium paint over a coat of red oxide primer complete all as specified and directed.
87	Supply and fixing in replacement Pin/ Disc type procelain vitreous white, brown or green insulator including one galvanized mild steel straps, washers and nuts for 1100 volts grade, including removal of existing insulators complete all as specified and directed.
88	Material and labour in replacement for ACSR conductor any size drawn straight horizontal LT over head lines on existing poles including binding with insulators, weight of conductor shall be measured straight horizontal distance between centre of two adjacent HT/ LT poles and calculating weight of conductor or size length by adding 3% extra for sag, jointing jumpers etc complete all as specified and directed.
89	Supply and fixing LED street light fitting IP-66 pressure dia cast aluminium housing (Heat sink) for effective thermal management, sturdiness excellent corrosion resistant IP operating voltage 140-270 volts, PF(0.95), assemetric lens of LEDs, luminous flux>3800Lm, efficacy of LED>130 Lm/W, of luminaires 60 watt LED 5700K including fitting, lamp etc complete all as specified and directed.
90	Supply and fixing in replacement LT feeder pillar box 440 volts 3 phase 4 wire 50 Hz out door weather proof IP-56 (CPRI approved) made out of 3mm thick CRCA sheet and angle iron frame made out of 50x50x6mm both side opening and suitable to fix cable glands locking arrangements powder coated and panel embarked in PCC block 30x30x60cm fixing in ground with suitable size of nut bolts and comprising of the following:- (a)Aluminium bus bar of capacity 200 amps - 1 set of 4 (RYB & black duly insulated) (b)MCCB 100 Amps, 16 KA with adjustable thermal and fixed magnetic type ICS 100%-01 NO. (c)MCB TPN 63 Amp, 10KA, 415V-02 Nos (d)Automatic quatrz time switch 3 phase- 02 Nos (e) Digital Amp meter of capacity 0 to 200 Amp with selector switch=01 No (f) Digital Volt meter of capacity 0 to 500 Volt-01 No. (g) LED indicator lamp- set of three.
91	Supply and errecting prestressed concrete pole 9.0 mtrs long, 120x172mm at top and 102mm x 279mm at bottom class 10 complete with painting on poles all as specified and as directed by Engr-in-Charge.
92	Material and labour for earthing complete with galvanized steel earth plate electrode 600x600x6mm thick,buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.50 metres below normal ground level, earth plate surrounded from all sides by 15cm thick packed layers of charcoal dust and common salt filling in alternate layers alround, top & bottom and electrode connection by using galvanized iron earth strip 25x4mm connected to earth plate electrode by means of bolts, nuts check nuts and washers made of galvanized iron or steel and thimbles, GI pipe light grade 20mm bore for watering with funnel and wire mesh, GI medium grade 40mm bore protection pipe for drawing in earth lead wire, PCC chamber in PCC 1:2:4, type B-1 with angle iron 25x25x3mm frame work and pre-cast RCC cover in RCC 1:2:4, type B-1, cover reinforced with 8mm dia TMT bars @100mm c/c both ways and 12mm dia MS fabricated handle, test point complete all as shown in electrical plate No 3 of MES Standard Schedule of Rates (Part-I) including necessary excavation and earth work in any type of soil, returning filling and removal of soil to a distance not exc 50 metres and testing on completion complete all as specified and directed. Notes (a)The unit rate shall include for GI protection pipe, GI watering pipe, wire mesh, funnel and excavation, RCC pit cover, test point, galvanised iron strip from top of earth plate upto 5.0 metres above ground level and if GI protection pipe is less than 5.0 metres, no price adjustment shall be made. (b) PCCpit shall be provided at least 50cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (c) If the testing result of earthingwork is not found satisfactory then the contractor shall do another earthing work at his own cost and nothing shall be permissible on this account. (d)Earthing work will be carried out in presence of MES representative.