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Repair To Hardstanding, Pcc Paths And Other Misc Works In Mes Installation At Defence Lab Jodhpur, jodhpur-Rajasthan

Defence Research And Development Organisation -DRADO has published Repair To Hardstanding, Pcc Paths And Other Misc Works In Mes Installation At Defence Lab Jodhpur. Submission Date for this Tender is 15-10-2022. Coats and Jackets Tenders in jodhpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34157131
Repair To Hardstanding, Pcc Paths And Other Misc Works In Mes Installation At Defence Lab Jodhpur
Open Tender
Indian
Rajasthan
jodhpur
15-10-2022

Tender Details

Repair To Hardstanding, Pcc Paths And Other Misc Works In Mes Installation At Defence Lab Jodhpur - 1.00 Excavating In Post Holes Or Similar Holes Each Not N Exc 0.50 Cu.M, Getting Out Any Type Of Soil, Returning, Fillig In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25Cm Complete All As Specified And Directed By Engineer In Charge. 2.00 M&L Plain Cement Concrete ( 1:4:8 ) Type D-2 Using 40 Mm Graded Crushed Stone Aggregate As In Foundation, Filling And Mass Concrete Complete All As Specified & Directed By Engineer-In-Charge. 3.00 M&L Plain Cement Concrete ( 1:2:4 ) Type B-1 Using 20 Mm Graded Crushed Stone Aggregate As In Kerbs, Coping, Bed Plates, Including Weathering Slightly Rounded Off, Plinth Courses, Parapet Walls Etc Complete All As Specified & Directed By Engineer-In-Charge. 4.00 Dismantling Posts Or Struts ( Wood, Steel Or Rcc ) Any Section, Including Taking Out Embedded Portion From Natural Ground And Making Good Disturbed Ground Complete All As Specified And Directed By Engineer-In-Charge. 5.00 Dismantling Posts Or Struts ( Wood, Steel Or Rcc ) Any Section, Including Taking Out Embedded Portion From Concrete, Brick Work, Masonry, Etc. And Making Good Disturbed Ground Complete All As Specified And Directed By Engineer-In-Charge. 6.00 S&F Mild Steel Sections Like Angle, Flat Etc In Post And Struts In Fencing Including Cutting Top To Shape As Directed, Drilling Holes, Notching For Wire Etc;Flat Iron Fillets ( For Securing Wire Mesh Etc Including All Necessary Drilling, Bolting Or Riviting Etc Confirming Tofe-290Gde E-165 Complete All As Specified & Directed By Engineer-In-Charge. 7.00 Dismantling Fencing Wire Mesh, Any Type And Size Complete All As Specified & Directed By Engineer-In-Charge. 8.00 Fixing Only Chain Link Fencing Including Line Wires Round Or Square, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc Including Provision Of Binding Wire Complete All As Specified & Directed By Engineer-In-Charge. 9.00 Supply Only Chain Link Ms Galvanised Fencing, Any Size Or Type ( Size As Approved By Age ( I ) ) Complete All As Specified And Directed By Engineer-In-Charge. 10.00 Supply Only Mild Steel Round Or Square Bars, In Available Length Fe-290 ( Gde-165 ) For Fixing Of Chain Link Fencing Complete All As Specified & Directed By Engineer-In-Charge. 11.00 S&F Mild Steel Screw Bolts ( Machine Made ) 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 5Cm But N. Exc 10Cm Long And Dia 5 To 10 Mm Complete All As Specified & Directed By Engineer-In-Charge. 12.00 M&L Preparation Of New Or Previously Untreated Steel Surface Of Any Description, Over 10 Cm Width Or Girth, Not Otherwise Described And Applying Two Coats Of Synthetic Enamel Paint ( Ordinary Tint ) Over A Coat Of Red- Oxide, Zinc Chrome Primer Complete All As Specified & Directed By Engineer-In-Charge. 13.00 M&L Preparation Of Old Painted Surface Of Kerb Stone / Concrete, Old Steel Surface Surface Of Any Description, Over 10 Cm Width Or Girth, Not Otherwise Described And Applying Two Coats Of Synthetic Enamel Paint ( Ordinary Tint ) In Two Different Colour Pattern Complete All As Specified & Directed By Engineer-In-Charge. 14.00 Dismantling Plain Or Corrugated Steel Sheeting, Any Gauge, Thickness, Including Nainital Or Similar Pattern Roof Coverings Complete All As Specified & Directed By Engineer-In-Charge. 15.00 S&F Pre-Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheeting 0.50 Mm Thick Any Colour Having Tensile Strength 550 Mpa As In Roof Coverings / Cladding To Wall, Fixed With Self Tapping Screws Etc Complete All As Specified & Directed By Engineer-In-Charge. 16.00 S&F Pre-Painted Galvalume Aluminium Zinc Coating Gi Based Plain Steel Sheeting 0.50 Mm Thick Any Colour Having Tensile Strength 550 Mpa As In Roof Coverings / Cladding To Wall, Fixed With Self Tapping Screws Etc Complete All As Specified & Directed By Engineer-In-Charge. 17.00 Dismantling Stone Slab, Interlocking Paver Blocks & Tiles Of Any Description Or Thickness In Floors, Aprons Etc Laid Dry Or Laid Dry And Pointed, Stacking Serviceable Material And Removal Unserviceable Materials, Debris And Rubbish To A Distance Not Exceeding 100M Complete All As Specified & Directed By Engineer In Charge. 18.00 M&L 60 Mm Thick, M-35 Grade, Machine Pressed Precast Concrete Inter Locking Paver Block With Grey Cement And Pigment, Confirming To Is 15658-2006, Shape & Size As Approved By Engineer-In-Charge, Laid Over And Including 25Mm Thick Sand Cushioning Complete All As Specified & Directed By Engineer-In-Charge. 19.00 Laying Only 60 Mm Thick, M-35 Grade, Machine Pressed Precast Concrete Inter Locking Paver Block With Grey Cement And Pigment, Confirming To Is 15658-2006, Obtained From Dismantling Laid Over And Including 25Mm Thick Sand Cushioning Complete All As Specified & Directed By Engineer-In-Charge. 20.00 M&L 60 Mm Thick, M-35 Grade, Rubber Moulded, Machine Pressed Precast Concrete Inter Locking Paver Block Using Colour Pigment, Confirming To Is 15658-2006, Shape & Size As Approved By Ge, Laid Over And Including 25Mm Thick Sand Cushioning Complete All As Specified & Directed By Engineer-In-Charge. 21.00 M&L Precast Cement Concrete ( 1:2:4 ) Type B-1 Using 20Mm Graded Crushed Stone Aggregate As In Window Or Door Cills, Lintels, Bressumers, Steps, Quoin Blocks, String Courses, Copings, Kneelers, Apex Stone, Pier Caps, Columns , Posts, Boundary Pillers, Bed Plates, Pintle Blocks, Ancho-Rage Blocks, Boulders, Corbels, Brackets, Etc With Plain Fair Faces, Including Chamfers, Weatherings, Kerb Stone , Throat-Ing Etc.And Setting In Cement Mortar 1:4 Complete All As Specified & Directed By Engineer In Charge. 22.00 Demolition Of Cement Concrete Unreinforced In Ground Floors, Kota Stone, Granite Flooring, Tiles Flooring And Pavings Not Exceeding 15Cm Thickness ( Below Or Above Ground Level ) And Removal Unserviceable Materials, Debris And Rubbish To A Distance Not Exceeding 100M Complete All As Specified & Directed By Engineer-In-Charge. 23.00 M&L Plain Cement Concrete ( 1:2:4 ) Type B-1Using 20Mm Graded Crushed Stone Aggregate As In Kerbs Or Benching Complete All As Specified & Directed By Engineer-In-Charge. 24.00 M&L Coloured Chequered Cement Concrete Tiles 25Cmx25cmx20-25 Mm Thick, With Grey Cement And Pigments, Set, Jointed With Neat Cement Slurry And Pointed With White Cement And Pigment To Match The Colour Of Tiles As In Floors / Path Etc Over And Including Screed Bed Or Bedding Layer Of 20Mm Thick In Cm ( 1:4 ) Complete All As Specified & Directed By Engineer-In-Charge. 25.00 M&L Rubble Moulded Chequered Cement Concrete Tiles 30Cmx30cmx20-25 Mm Thick, Using Colour Pigment, Set, Jointed With Neat Cement Slurry And Pointed With White Cement And Pigment To Match Over And Including Screed Bed Or Bedding Layer Of 20Mm Thick In Cm ( 1:4 ) Complete All As Specified & Directed By Engineer-In-Charge. 26.00 M&L 75 Mm Thick Cement Concrete ( 1:2:4 ) Type B-1 Using 20 Mm Graded Crushed Stone Aggregate As In Flooring / Hard Standing Path In Alternate Bays Area Not Exceeding 2 Sqm Each Panel & Joints Filled With Bitumen Mastic ( 1:3 ) I.E.One Part Of Bitumen And 3 Parts Of Sand, And Concrete Surface Even & Smooth Without Using Extra Cement Complete All As Specified & Directed By Engineer-In-Charge. 27.00 S&F For Pre Cast Plain Cement Concrete ( Type B0 Pcc 1:1.5:3 ) Using 12.5Mm Graded Aggregate Kangaroo ( As Approved By Engr-In-Charge ) Incl Necessary Excavation And Return Filling Incl Fixing With Cement Mortar ( 1:4 ) Complete All As Specified & Directed By Engineer-In-Charge. 28.00 Taking Down Cement Or Cement Lime Plaster, Any Description On Brick Or Stone Walls Etc Including Racking Out Joints, Hacking For Key, Scrubbing Down With Water Etc And Removal Of Rubbish Off The Premises And Leaving The Work Clear Of Any Plastering Complete All As Specified & Directed By Engineer-In-Charge. 29.00 M&L Plastering 15Mm Thick On Fair Faces Of Brick Work / Stone Masonary Or Concrete Surfaces In Cement Mortar ( 1:6 ) And Finished Even And Smooth With Using Extra Cement Complete All As Specified And Directed By Engineer-In-Charge. 30.00 M&L Preparing New Plastered Surfaces Of Walls And Applying Two Coats Cement Based Paint Over A Coat Of Primer Complete All As Specified & Directed By Engineer-In-Charge.

Key Value

Document Fees
INR 500 /-
EMD
INR 18000.0 /-
Tender Value
INR 9 Lakhs /-

BOQ Items

Name of Work : REPAIR TO HARDSTANDING, PCC PATHS & OTHER MISC WORKS IN MES INSTALLATION AT DEFENCE LAB JODHPUR
Sl. No. Item Description
1Excavating in post holes or similar holes each not n exc 0.50 cu.m,getting out any type of soil,returning,fillig in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm complete all as specified and directed by Engineer in charge.
2M&L plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed by Engineer-in-charge.
3M&L plain cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in Kerbs,coping,bed plates,including weathering slightly rounded off, plinth courses, parapet walls etc complete all as specified & directed by Engineer-in-charge.
4Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion from natural groundand making good disturbed ground complete all as specified and directed by Engineer-in-Charge.
5Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion from concrete, brick work, masonry, etc. and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.
6S&F mild steel sections like angle, flat etc in post and struts in fencing including cutting top to shape as directed,drilling holes,notching for wire etc;flat iron fillets (for securing wire mesh etc including all necessary drilling,bolting or riviting etc confirming toFe-290Gde E-165 complete all as specified & directed by Engineer-in-charge.
7Dismantling fencing wire mesh, any type and size complete all as specified & directed by Engineer-in-charge.
8Fixing only chain link fencing including line wires round or square, any mesh,size and type to any type of standards,rails, straining bolts, etc including provision of binding wire complete all as specified & directed by Engineer-in-charge.
9Supply only chain link MS galvanisedfencing, any size or type(size as approved by AGE (I)) complete all as specified and directed by Engineer-in-charge.
10Supply only Mild steel round or square bars,in available length Fe-290(Gde-165) for fixing of chain link fencingcomplete all as specified & directed by Engineer-in-charge.
11S&F Mild steel screw bolts (machine made) 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 5cm but n. exc 10cm long and dia 5 to 10 mm complete all as specified & directed by Engineer-in-charge.
12M&L preparation of new or previously untreatedsteel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge.
13M&L preparation of old painted surfaceof kerb stone/concrete,old steel surface surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) in two different colour pattern complete all as specified & directed by Engineer-in-charge.
14Dismantling plain or corrugated steel sheeting, any gauge, thickness, including nainital or similar pattern roof coverings complete all as specified & directed by Engineer-in-charge.
15S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting 0.50 mm thick any colour having tensile strength 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws etc complete all as specified & directed by Engineer-in-charge.
16S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheeting 0.50 mm thick any colour having tensile strength 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws etc complete all as specified & directed by Engineer-in-charge.
17Dismantling stone slab,interlocking paver blocks & tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed, stacking serviceable material and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge.
18M&L 60 mm thick, M-35 grade, machine pressed precast concreteinter locking paver block with grey cement and pigment, confirming to IS 15658-2006, shape & size as approved by Engineer-in-charge, laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge.
19Laying only 60 mm thick, M-35 grade, machine pressed precast concreteinter locking paver block with grey cement and pigment, confirming to IS 15658-2006, obtained from dismantling laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge.
20M&L60 mm thick, M-35 grade,rubber moulded, machine pressed precast concreteinter locking paver block using colour pigment, confirming to IS 15658-2006, shape & size as approved by GE, laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge.
21M&Lprecast cement concrete(1:2:4) type B-1 using 20mm graded crushed stone aggregate as in window or door cills,lintels,bressumers,steps,quoin blocks,string courses,copings,kneelers,apex stone,pier caps, columns , posts,boundary pillers,bed plates,pintle blocks,ancho-rage blocks,boulders,corbels,brackets,etc with plain fair faces,including chamfers,weatherings,kerb stone ,throat-ing etc.and settingin cement mortar 1:4 complete all as specified & directed by Engineer in charge.
22Demolition of cement concreteunreinforced in ground floors, kota stone, granite flooring, tiles flooring andpavingsnot exceeding15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed byEngineer-in-charge.
23M&L plain cement concrete (1:2:4) type B-1using 20mm graded crushedstone aggregate as in kerbs or benching complete all as specified & directed by Engineer-in-charge.
24M&L coloured chequered cement concrete tiles 25cmx25cmx20-25 mm thick, with grey cement and pigments, set, jointed with neat cement slurry and pointed with white cement and pigment to match the colour of tilesas in floors/ path etc over and including screed bed or bedding layer of 20mm thick in CM (1:4) complete all as specified & directed by Engineer-in-charge.
25M&L rubble moulded chequered cement concrete tiles 30cmx30cmx20-25 mm thick,using colour pigment, set, jointed with neat cement slurry and pointed with white cement and pigment to matchover and including screed bed or bedding layer of 20mm thick in CM (1:4) complete all as specified & directed by Engineer-in-charge.
26M&L 75 mm thick cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in flooring/ hard standing path in alternate bays area not exceeding 2 Sqm each panel & joints filled with bitumen mastic (1:3) i.e.one part of bitumen and 3 parts of sand, and concrete surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge.
27S&F for pre cast plain cement concrete (type B0 PCC 1:1.5:3) using 12.5mm graded aggregate Kangaroo (As approved by Engr-in-charge) incl necessary excavation and return filling incl fixing with cement mortar(1:4) complete all as specified & directed by Engineer-in-charge.
28Taking down cement or cement lime plaster, any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off the premises and leaving the work clear of any plastering complete all as specified & directed by Engineer-in-charge.
29M&L plastering 15mm thick on fair faces of brick work/stone masonary or concrete surfaces in cement mortar (1:6) and finished even and smooth with using extra cement complete all as specified and directed by Engineer-in-charge.
30M&L preparing new plastered surfaces of walls and applying two coats cement based paint over a coat of primer complete all as specified & directed by Engineer-in-charge.
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