Repair/ Maintenance To Security, Retaining Wall And Misc B/R Items At Weu And Adjoining Area Under Age B/R-I Of Ge (North) Udhampur, udhampur-Jammu And Kashmir

Repair / Maintenance To Security, Retaining Wall And Misc B / R Items At Weu And Adjoining Area Under Age B / R-I Of Ge ( North ) Udhampur-Demolition Of Cement Concrete ( Unreinforced ) In Ground Floor And Paving N / Exe 15 Cm Thickness ( Below Or Above Ground Level ) Complete All As Specified And As Directed. 2 Demolition Old Cement Concrete ( Unreinforced ) Any Description And In Any Position Not Otherwise Specially Provided For, Complete All As Specified And As Directed. 3 Demolition Of Brick Work Or Stone Masonry Built In Cement Mortar Including All Quoins Arches, Pillar Etc But Excluding Ashlar Facing , Dressed Stone Work And Precast Concrete Articles, Complete All Asspecified Andas Directed. 4 Taking Down Cement Plaster, Any Description On Brick Or Stone Or Cement Concrete Walls Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water Complete, All As Specified And Directed By The Engr-In-Charge. 5 Raking Out Joints / Pointing To Random Rubble Or Polygonal Rubble Un-Coursed Or Brought Up To Courses 6 Dismantling Of Structural Steel Work In Any Description Complete All As Specified And Directed. 7 Dismantling Of Mild Steel Barbed Wire / Chain Link Fencing Of Any Description Not Otherwise Provided For, Complete All As Specified And As Directed. 8 Dismantling Posts Or Struts ( Wood, Steel Or R.C.C. ) Embedded In Concrete Of Any Section, Including Taking Out Embedded Portion And Making Good Disturbed Ground, Complete All As Specified And As Directed. 9 M&L Walling Of Random Rubble, Un-Coursed, Well Bonded, Bedded And Solidly Hearted, Built In Cement Mortar 1:4 Complete All As Specified And As Directed By The Engr-In-Charge. 10 All As Per Srl No. Above Here N Before But Except Stone. 11 Brick Work With Sub Class B Bricks, Straight Or Curved On Plan Exceeding 6 Metre Mean Radius, Using Old Size Bricks, Built In Cement Mortar 1:6 , Complete All As Specified Andas Directed. . 12 All As Per Item No. Above Herein Before, But Except Bricks. Note-Old Bricks Obtained Against Dismantling Shall Be Used. 13 M&L Raised Pointing To Random Rubble, Un-Coursed On Brought Upto Course On Masonry Or Concrete Block Walling In Cement Mortar 1:4 Complete All As Specified And As Directed By The Engr-In-Charge. 14 M&L For 15 Mm Thick Cement Plaster On The Fair Face Of Brick Or Concrete Surface In Cement Mortar 1:4 Finished Even And Smooth Without Using Extra Cement, All As Specified And Directed By The Engr-In-Charge. 15 Plain Cement Concrete 1:3:6 Type C-1, Using 20Mm Graded Stone Aggregate As In Coping Etc Including Weathering, Slightly Rounded Or Chamfered And Trading As Directed By Engr-In-Charge Complete All As Specified And Directed. 16 75Mm Thick Pcc 1:4:8 Type D1 ( Using 20Mm Graded Stone Aggregate ) As In Sub Base Complete All As Specified And Directed. 17 M & L For Sand Filling Under Floors Or In Foundations Including Watering And Consolidation, Complete All As Specified And As Directed. 18 Providing Precast Cement Concrete 1:2:4 In Road Side Curb Stone Etc ( Of Any Section Indicated ) With Plain Fair Faces, Including Chamfers, Weathering, Throating Etc And Setting In Cement Mortar 1:4 Complete With Joints To Match As Directed By Engr-In-Charge. 19 Machine Pressed Rubber Moulded Manufactured / Compacted By Vibrating Table Method Pre-Cast Concrete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 60Mm Thickness, M-35 Grade With Grey Cement And Pigment And Joints Filled With Sand Complete All As Specified And Directed. 20 All As Per Srl No.19 Above Here N Before But Except Tiles, Complete All As Specified And As Directed. 21 S&F Chequered Cement Concrete Tiles Exc 0.04 Sqm And N Exc 0.16 Sqm 20Mm Thick, Set Jointed And Pointed In Neat Cement Slurry In Floors For External Use Laid Over And Including 15Mm Thick Screed Bed Or Bedding Layer In Cm ( 1:4 ) And Pointed In Coloured Tiles Grout To Match The Shade Of Tiles, Complete All As Specified And Directed By Engineer-In-Charge. 22 Machine Pressed Rubber Moulded Manufactured / Compacted By Vibrating Table Method Pre-Cast Concrete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 80Mm Thickness, M-40 Grade With Grey Cement And Pigment And Joints Filled With Sand Complete All As Specified And Directed. 23 S&F Factory Made, Heavy Duty Full Body Digital, Paving Coloured Tiles Of Size 300 X 300 X 10Mm Thick For External Use Laid Over And Including 15Mm Thick Screed Bed Or Bedding Layer In Cm ( 1:4 ) Including Jointed With Neat Cement Slurryand Pointed In Coloured Tile Grout To Match The Shade Of Tiles, Complete All As Specified And Directed By Engineer-In-Charge. Make :- Durastone Of Somany Or Equivalent In Bell / Nitco / Johnson / Agl / Pavings Of Kajaria. 24 Plain Cement Concrete 1:4:8 ( Using 40Mm Graded Stone Aggregate ) As In Foundation Filling And Mass Concrete, Complete All As Specified And As Directed. 25 Plain Cement Concrete 1:2:4 ( Using 20Mm Graded Stone Aggregate ) As In Surface Channels And Drain, Complete All As Specified And As Directed. 26 Mild Steel Framed Work For Grills, Gratings, Etc. With Ends Of Bars Shouldered And / Or Riveted, Or Forged Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walk Ways; Railings; Framework Of Water Tanks And Similar Work Conforming To Fe.290.Gde-E-165, Complete All As Specified And As Directed. 27 M&L For Two Coat Of Cement Base Paint Over A Coat Of Priming Paint Over Prepared Surfaces Of Newly Plastered Wall Complete All As Speficied And As Directed. 28 Mild Steel Work For Posts And Struts In Fencing Including Cutting Tops To Shape As Directed, Drilling Holes, Notching For Wire, Etc.; Flat Iron Fillets ( For Securing Wire Mesh Etc. ) Including All Necessary Drilling, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165, Complete All As Specified And As Directed. 29 Excavating In Post Holes ( Or Similar Holes ) As In Hard / Dense Soil Each N Exc 0.5 Cu. M, Getting Out, Complete All As Specified And Directed. 30 Pcc 1:3:6 Type C2 ( Using 40Mm Graded Stone Aggregate ) As In Foundation For Fencing Post Filling, And Mass Concrete, Complete All As Specified And Directed. 31 M & L For Plain Cement Concrete As In 1:3:6, Type C-1, ( Using 20Mm Graded Stone Aggregates ) For Kerbing Including All Necessary Formworks Finished Even & Fair, Complete All As Specified And Directed. 32 Supply Only Gi Wire 3Mm Dia, Cut To Length Bent To Shape Required Including Cranking Bending Spirally For Hooping For Securing Wire Links At ( Top & Bottom ) , Complete All As Specified And Directed. 33 S&F In Repairs Galvanised 2 Strand, Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Straining Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed 34 Restraining Resecuring Including Making Good To Galvanised 2 Strand, Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Straining Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed 35 Supply Only Chain Link Fencing Galvanised Mild Steel Wires 3Mm Dia Mesh Size Not Less Than 50Mm X 50Mm Or 75Mm X 75Mm Etc, Including Provision Of Ms Binding Wires Or Fixing With Nut And Bolts With Angle Iron Post Complete All As Per Directions Of Engr-In-Charge. 36 Fixing Only Chain Link Fencing Including Line Wires Wearing Alternate Mesh, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provision Of Binding Wire Complete All As Specified And As Directed. 37 Mild Steel Bolts, Purpose Made, With Hexagonal Or Square Head 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, Exceeding 30 Cm Long And Dia Of Neck Exceeding 12 But Not Exceeding 20Mm Complete. 38 S&F 110 Mm Bore Pvc ( Swr ) Pipes Single Socketed In Any Length For Drain Out Rain Water, Complete All As Specified And Directed By The Engr-In-Charge. 39 Preparation Of New Or Previously Untreated Steelsurface Of Any Description Exc 10Cm With Or Girth An Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxideprimer Complete All As Specified And Directed. 40 All As Per Item No 39 Above But N. Exc. 10Cm In Width, Complete All As Specified And As Directed. 41 Preparation Of Old Steelsurface Of Any Description Exc 10Cm With Or Girth An Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxideprimer Complete All As Specified And Directed. 42 Preparation Of New Concrete Surfaces / Plastered Surface Of Any Description Over 10Cm Girth Or Width, Not Otherwise Described And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Primer, Complete All As Specified And Directed. 43 Preparation Of Old Concrete Surfaces / Plastered Surfaces Of Any Description Over 10Cm Girth Or Width, Not Otherwise Described And Applying One Coat Of Synthetic Enamel Paint, Complete All As Specified And Directed. 44 Preparation Of Plastered Or Un-Plastered Surface Old Decorative And Washing Down, Brooming Down Or Steel Wire Brushing, Etc And Applying One Coats Of Cement Base Paint On Walls, Complete, All As Specified And Directed. 45 Preparation Of Plastered Or Un-Plastered Surface Old Decorative And Washing Down, Brooming Down Or Steel Wire Brushing, Etc And Applying One Coats Of First Quality Exterior Grade Weather Proofing Acrylic Emulsion Paint Paint On Walls, Complete, All As Specified And Directed. 46 Systematically Cleaning Of The Water Closer Including Nahani Trap, Floor Trap And Gully Traps Bybamboo / Wire / Kandi Rotary Cleaner Up To First Manhole Any Type Ofdiacomplete All As Specified And As Directed By Engr-In-Charge. Note : The Contractor Or His Authorised Rep Shall Collect The Complaint Of All Blockage Of Sewage From Complaint Cell / Engr-In-Charge Daily And Allcomplaint Will Be Rectified By The Contractor With Insame Daythan The Returned The Complaint Slip After Completion Of Complaint And Get Receipt From Concerned Je / Engr-In-Charge .If He Fails To Complete The Workwith In Same Day Then Recovery Will Be Made @150.00 Per Complaint Per Day . 47 Systematically Cleaning Of The Sewage Lines Including Gully Traps By Passing Ropes, Knots, Bamboo / Wire / Kandi Rotary Cleaner Etc For Any Type Of Dia Of Sewage Pipe, Complete All As Specified And As Directed By Engr-In-Charge. 48 Cleaning And Dislodging Of Manholes Of Any Size, Shape And Anydepthincluding Pumping Out Liquid Waste If Any, Removing All Solidwaste Materials Such As Stones, Bricks, Pipes, Plastic Etc, Pluggings / Diverting Of Flow If Required And Removing The Debris Outside Md Land Etc Including All Precautionary And Safty Measures All As Directed. 49 Cleaning And Dislodging Of Existing Mini Septic Tank Or Manholes Or Gully Trap Ofcapacity N Exc 10 Users And Including Inlet And Outlet Chambers And Soakage Well, Taking Out Sludge In Any Form Alongwith All Other Foreign Materials By Mechanical Equipment Or By Way Of Other Suitable Means , And Removing Waste Material / Sludge ( Dislodging N Exc 0.5 Cum And Dewatering N Exc 0.5 Cum From Each Septic Tank ) Etc To A Distance N.Exc50 Mtr Including Digging , Burying In Ground Complete All As Specified. Andas Directed, Note :- ( I ) Work Shall Be Done In Foul Conditions , Necessary Precautionary Measures / Equipments To Be Adopted By The Contractor . ( Ii ) The Solid Or Semi Solid Sludge Shall Be Buried In Pits And Fully Covered With A Layer Of Lime Powder Andearth. ( Iii ) Rates Quoted By The Contractor Shall Be Deemed To Have Considered All Such Contingencies Including Removal And Re-Fixing Man Hole Covers. ( Iv ) Any Damage Caused During Cleaning Shall Be Made Good By The Contractor To The Entire Satisfaction Of Engr-In-Charge Without Any Extra Cost To Govt. 50 Same As Item No. 49 Above But 100 Users Capacity ( Dislodging N Exc 6.0 Cum And Dewatering N Exc 6 Cum From Each Septic Tank ) Complete All As Specified. 51 Same As Item No. 49 Above But 50 Users Capacity ( Dislodging N Exc 6.0 Cum And Dewatering N Exc 6 Cum From Each Septic Tank ) Complete All As Specified. 52 Same As Item No. 49 Above But 25 Users Capacity ( Dislodging N Exc 4.0 Cum And Dewatering N Exc 4 Cum From Each Septic Tank ) Complete All As Specified. 53 Excavation In Trenches In Hard / Dense Soil Not Exceeding 1.50M Wide And Not Exceeding 1.50M In Depth For Foundation Etc Or For Shafts, Manholes, Pier Holes Etc N.Exc 10 Sqm On Plan And Not Exc 1.50M In Depth And Getting Out Inany Type Of Soil, Complete All As Specified And Directed By The Engr-In-Charge. 54 M&L 150 Mm Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collarscompleteall As Specified. 55 M&L 200 Mm Dia Reinforced Concrete Pipes Classnp2, Laid And Jointed Completed With Collarcompleteall As Specified. 56 M&L 300 Mm Dia Reinforced Concrete Pipes Classnp2, Laid And Jointed Completed With Collarcompleteall As Specified. 57 M&L 100 Mm Dia Salt-Glazed Stoneware Drain Pipes Laid In Trenches And Jointed As Specified 58 M&L 150 Mm Dia Salt-Glazed Stoneware Drain Pipes Laid In Trenches And Jointed As Specified 59 S&F For 75Mm Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors 60 S&F For 100 / 110Mm Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors 61 S&F For 75Mm Pvc ( Swr ) Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed To Walls 62 S&F For 100 / 110Mm Pvc ( Swr ) Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed To Walls 63 S&F For 75Mm Pvc ( Swr ) Bends With Or Without Access Door Complete All As Specified 64 S&F For 100 / 110Mm Pvc ( Swr ) Bends With Or Without Access Door Complete All As Specified 65 S&F For 75Mm Pvc ( Swr ) Branch Piece, Equal Or Unequal Complete All As Specified 66 S&F For 100 / 110Mm Pvc ( Swr ) Branch Piece, Equal Or Unequal Complete All As Specified 67 S&F For 75Mm Pvc ( Swr ) Junction Single, ( Single T ) Equal Or Unequal With Access Door Complete All As Specified 68 S&F For 100 / 110Mm Pvc ( Swr ) Junction Single, ( Single T ) Equal Or Unequal With Access Door Complete All As Specified 69 S&F For 75Mm Pvc ( Swr ) Vent Cowl 70 M&L Pcc 1:4:8 Type D-2 ( Using 40 Mm Graded Stone Aggregate ) Concrete Bed To 150Mm Bore Drain Pipes Including Packing Under, And Hunching Against The Sides Of Pipes After They Are Laid And Tested; In, Complete All As Specified And As Directed By Engr-In-Charge. 71 All As Per Sl. Item No 70 Above But 200 Mm Bore 72 Ditto. All As Per Sl. Item No 70 Above Item But 300 Mm Bore 73 Returning, Filling In, Including Spreading, Leveling, Watering And Well Ramming In Layers Not Exceeding 25Cm Thick Complete All As Specified And Directed By The Engr-In-Charge. 74 Removing Excavated Material N Exc. 50M And Depositing Where Directed At A Level N Exc. 1.5 M Above The Starting Point Complete All As Specified And Directed By The Engr-In-Charge. 75 Dismantling / Taking Out Of Cast Iron Or Reinforced Concrete Drain Pipes Or Salt Glazed Stoneware Drain Pipe, Jointed In Cement Mortar And Taking Out Of Trenches / Wall Upto & Incl Of Internal Dia Of Pipe 100 / 75 Mm, All As Specified And Directed By The Engr-In-Charge. 76 S&F 100 Mm Dia Cast Iron Spun Soil Pipes, Waste And Vent Pipes In Any Length With Or Without Ears With Cement Joints, Laid In Trenches Or In Floors All Specified And Directed By The Engr-In-Charge. 77 S&F 100 Mm Dia Cast Iron Spun Pipes, Waste And Vent Pipes, In Any Length With Or Without Ears With Cement Joints, Fixed To Wallwith Ms Clamps All Specified And Directed By The Engr-In-Charge. 78 All As Per Sl. Item No 77 Above But Re-Fixing Only ( Except Pipe ) With Stack Clamp, Etc, Complete All As Specified And As Directed By Engr-In-Charge. 79 S&F 75 Mm Dia Iron Spun Cast Pipes, Waste And Vent Pipes, In Any Length With Or Without Ears With Cement Joints, Fixed To Wallwith Ms Clamps All Specified And Directed By The Engr-In-Charge. 80 All As Per Sl. Item No.79 Above But Re-Fixing Only ( Except Pipe ) With Stack Clamp, Etc, Complete All As Specified And As Directed By Engr-In-Charge. 81 S&F In Repairs Ci Spun Cast 100Mm Bore Bends / Reducer / Tee ( Any Radius ) With Access Door Diminishing Pieces Or Tapers ( Larger Bore Measured ) All As Specified All Specified And Directed By The Engr-In-Charge. 82 All As Per Srl Item No. 81 Above But 75Mm Bore, Complete All As Specified And As Directed By Engr-In-Charge. 83 S&F In Repairsci Spun Cast 100Mm Bore Branch Pieces, Single ( Equal Or Unequal ) , Ordinary Or Inverted ( Spigot Or Socket Type ) Or With Parallel Branches All As Specified All Specified And Directed By The Engr-In-Charge. 84 All As Per Srl Item No. 83 Above But 75Mm Bore, Complete All As Specified And As Directed By Engr-In-Charge. 85 S&F 100 Mm Bore Ci Vent Cowl Including Taking Down Oldci Vent Cowl Of Any Type. 86 Ditto All Asitem No. 85 Above But 75Mm. 87 M & L Pre-Cast Rcc 1 : 2 : 4, Typeb-1 ( Using 20 Mm Graded Stone Aggregate ) In Cover Slabs For Man Holes With Plain Faces Finished Fair And Smooth Etc, Set In Cmi : 6 And Including Necessary Formwork If Required Incl. Demolition Of Old Slabs Complete All As Specified 88 M&L Ms Tmt Bars 8 Mm Dia As In Reinforcement For Concrete, Cut To Length, Bent To Shape Required, Including Cranking, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9 Mm Dia All As Specified 89 Demolition Of Reinforced Cement Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided, Complete All As Specified And As Directed By The Engr-In-Charge. 90 M&L Rcc Slab 1:2:4 Type B-1 ( Using 20Mm Graded Crushed Stone Aggregate ) ( Nominal Mix ) As In Slabs Supported On Wall, Beams Etc Or Similar Works, Complete All As Specified And Directed By Engr-In-Charge. 91 S&F Tmt Steel Bars 10 Mm Dia And Over As In Reinforcement, Cut To Length, Bend To Shape Required Including Craniing, Bending Spirally Or Hooping For Coloumns, Hooking Ends And Binding With Ms Wire ( Annealed Not Less Than 0.9Mm ) All As Specified And As Directed By Engr-In-Charge. 92 Use And Waste Form Work To Side And Soffits Of Suspended Slab Such As Roof Slab Floor Slab Landing And Similar Work Not Exceeding 200 Mm Thick ( Horizontal Or Sloping ) For Rough Finished Surface Of Concrete Flat, Complete All As Specified And As Directed By Engr-In-Charge. 93 Dismantlingasbestos Cement / Cgi ( Corrugated, Semi Corrugated ) Etc Sheets In Roof Covering Including Ridges Complete All As Specified. 94 Fibre Glass Reinforced Translucent Corrugated Sheeting With Two Corrugations Side Lap Fixed With Coach Screw And Washer In Roof, Wall Etc 95 S&F Pre-Painted Galvalume Aluminum Zinc Coating Gi Based Corrugated Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering / Cladding To Wall, Fixed With Self Tapping Screws Complete All As Specified And Directed. 96 S&F Pre-Painted Galvalume Aluminum Zinc Coating Gi Based Plain Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering / Cladding To Wall, Fixed With Self Tapping Screws Complete All As Specified And Directed. 97 S&F Roof Trusses ( Framed ) , Trussed, Purlines, Crane Gantries, Rails And Fastenings And Heavy Bracket Framing ( Beam, Tee, Angle, Channel Or Flat Sections ) Including Distance Pieces, Cleats Etc 98 S&F In Repair Rigid Non - Metalic Pvc Casing Caping Of 25 / 12Mm Inclusive Of All Elbow, Tees, Etc Complete All As Per The Direction Of Engr-In-Charge.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	25-May-2024	Change of date	Date	18-06-2024

INR 500 /-

INR 89940.0 /-

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Name of Work :GE/U(N)-27/2024-25: - REPAIR/ MAINT TO SECURITY, RETAINING WALL AND MISC B&R ITEMS AT WEU AND ADJOINING AREA UNDER AGE B/R-I OF GE(NORTH) UDHAMPUR

Sl. No.	Item Description
1	Demolition of cement concrete (unreinforced) in ground floor and paving n/exe 15 cm thickness (below or above ground level) complete all as specified and as directed.
2	Demolition old cement concrete (unreinforced) any description and in any position not otherwise specially provided for, complete all as specified and as directed.
3	Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlar facing , dressed stone work and precast concrete articles, complete all asspecified andas directed.
4	Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete, all as specified and directed by the Engr-in-charge.
5	Raking out joints/ pointing to random rubble or polygonal rubble un-coursed or brought up to courses
6	Dismantling of structural steel work in any description complete all as specified and directed.
7	Dismantling of mild steel barbed wire/ chain link fencing of any description not otherwise provided for, complete all as specified and as directed.
8	Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete of any section, including taking out embedded portion and making good disturbed ground, complete all as specified and as directed.
9	M&L Walling of random rubble, un-coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge.
10	All as per Srl No. above here n before but except stone.
11	Brick work with sub class "B" bricks, straight or curved on plan exceeding 6 metre mean radius, using old size bricks, built in cement mortar 1:6 , complete all as specified andas directed. .
12	All as per item No. above herein before, but except bricks. Note-Old bricks obtained against dismantling shall be used.
13	M&L Raised pointing to random rubble, un-coursed on brought upto course on masonry or concrete block walling in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge.
14	M&L for 15 mm thick cement plaster on the fair face of brick or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement, all as specified and directed by the Engr-in-charge.
15	Plain cement concrete 1:3:6 type C-1, using 20mm graded stone aggregate as in coping etc including weathering, slightly rounded or chamfered and trading as directed by Engr-in-Charge complete all as specified and directed.
16	75mm thick PCC 1:4:8 type D1 (using 20mm graded stone aggregate) as in Sub base complete all as specified and directed.
17	M & L for Sand filling under floors or in foundations including watering and consolidation, complete all as specified and as directed.
18	Providing precast cement concrete 1:2:4 in road side curb stone etc (of any section indicated) with plain fair faces, including chamfers, weathering, throating etc and setting in cement mortar 1:4 complete with joints to match as directed by Engr-in-Charge.
19	Machine pressed rubber moulded manufactured/compacted by vibrating table method pre-cast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and joints filled with sand complete all as specified and directed.
20	All as per Srl No.19 above here n before but except tiles, complete all as specified and as directed.
21	S&F chequered cement concrete tiles exc 0.04 Sqm and n exc 0.16 Sqm 20mm thick, set jointed and pointed in neat cement slurry in floors for external use laid over and including 15mm thick screed bed or bedding layer in CM (1:4) and pointed in coloured tiles grout to match the shade of tiles, complete all as specified and directed by Engineer-in-charge.
22	Machine pressed rubber moulded manufactured/compacted by vibrating table method pre-cast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 grade with grey cement and pigment and joints filled with sand complete all as specified and directed.
23	S&F factory made, heavy duty full body digital, paving coloured tiles of size 300 x 300 x 10mm thick for external use laid over and including 15mm thick screed bed or bedding layer in CM (1:4) including jointed with neat cement slurryand pointed in coloured tile grout to match the shade of tiles, complete all as specified and directed by Engineer-in-Charge. Make :- Durastone of somany or equivalent in Bell/Nitco/Johnson/AGL/pavings of kajaria.
24	Plain cement concrete 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and as directed.
25	Plain cement concrete 1:2:4 (Using 20mm graded stone aggregate) as in surface channels and drain, complete all as specified and as directed.
26	Mild steel framed work for grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed.
27	M&L for two coat of cement base paint over a coat of priming paint over prepared surfaces of newly plastered wall complete all as speficied and as directed.
28	Mild steel work for posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed.
29	Excavating in post holes (or similar holes) as in hard/dense soil each n exc 0.5 cu. m, getting out, complete all as specified and directed.
30	PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation for fencing post filling, and mass concrete, complete all as specified and directed.
31	M & L for Plain cement concrete as in 1:3:6, type C-1, (using 20mm graded stone aggregates) for kerbing including all necessary formworks finished even & fair, complete all as specified and directed.
32	Supply only GI wire 3mm dia, cut to length bent to shape required including cranking bending spirally for hooping for securing wire links at (Top & bottom), complete all as specified and directed.
33	S&F in repairs Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed
34	Restraining resecuring including making good to Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed
35	Supply only chain link fencing galvanised mild steel wires 3mm dia mesh size not less than 50mm x 50mm or 75mm x 75mm etc, including provision of MS binding wires or fixing with nut and bolts with angle iron post complete all as per directions of Engr-in-charge.
36	Fixing only chain link fencing including line wires wearing alternate mesh, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.
37	Mild steel bolts, purpose made, with hexagonal or square head 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, exceeding 30 cm long and dia of neck exceeding 12 but not exceeding 20mm complete.
38	S&F 110 mm bore PVC (SWR) pipes single socketed in any length for drain out rain water, complete all as specified and directed by the Engr-in-charge.
39	Preparation of new or previously untreated steelsurface of any description exc 10cm with or girth an applying two coats of synthetic enamel paint over a coat of red oxideprimer complete all as specified and directed.
40	All as per item No 39 above but n. exc. 10cm in width, complete all as specified and as directed.
41	Preparation of old steelsurface of any description exc 10cm with or girth an applying two coats of synthetic enamel paint over a coat of red oxideprimer complete all as specified and directed.
42	Preparation of new concrete surfaces/ Plastered surface of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over a coat of primer, complete all as specified and directed.
43	Preparation of old concrete surfaces/ Plastered surfaces of any description over 10cm girth or width, not otherwise described and applying one coat of synthetic enamel paint, complete all as specified and directed.
44	Preparation of plastered or un-plastered surface old decorative and washing down, brooming down or steel wire brushing, etc and applying one coats of cement base paint on walls, complete, all as specified and directed.
45	Preparation of plastered or un-plastered surface old decorative and washing down, brooming down or steel wire brushing, etc and applying one coats of first quality exterior grade weather proofing acrylic emulsion paint paint on walls, complete, all as specified and directed.
46	Systematically cleaning of the water closer including nahani trap, floor trap and gully traps bybamboo/wire/kandi rotary cleaner up to first manhole any type ofdiacomplete all as specified and as directed by Engr-in-Charge. Note : The contractor or his authorised rep shall collect the complaint of all blockage of sewage from complaint cell /Engr-in-charge daily and allcomplaint will be rectified by the contractor with insame daythan the returned the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-charge .If he fails to complete the workwith in same day then recovery will be made @150.00 per complaint per day .
47	Systematically cleaning of the sewage lines including gully traps by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc for any type of dia of sewage pipe, complete all as specified and as directed by Engr-in-Charge.
48	Cleaning and dislodging of manholes of any size, shape and anydepthincluding pumping out liquid waste if any, removing all solidwaste materials such as stones, bricks, pipes, plastic etc, pluggings/ diverting of flow if required and removing the debris outside MD land etc including all precautionary and safty measures all as directed.
49	Cleaning and dislodging of existing mini septic tank or Manholes or gully trap ofcapacity n exc 10 Users and including inlet and outlet chambers and soakage well, taking out sludge in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge ( dislodging n exc 0.5 cum and dewatering n exc 0.5 cum from each septic tank) etc to a distance n.exc50 mtr including digging , burying in ground Complete all as specified. andas directed, Note :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor . (ii) The solid or semi solid sludge shall be buried in pits and fully covered with a layer of lime powder andearth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and re-fixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt.
50	Same as item No. 49 above but 100 users capacity ( dislodging n exc 6.0 cum and dewatering n exc 6 cum from each septic tank)complete all as specified.
51	Same as item No. 49 above but 50 users capacity ( dislodging n exc 6.0 cum and dewatering n exc 6 cum from each septic tank)complete all as specified.
52	Same as item No. 49 above but 25 users capacity ( dislodging n exc 4.0 cum and dewatering n exc 4 cum from each septic tank) complete all as specified.
53	Excavation in trenches in hard/dense soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out inany type of soil, complete all as specified and directed by the Engr-in-charge.
54	M&L 150 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collarscompleteall as specified.
55	M&L 200 mm dia Reinforced concrete pipes classNP2, laid and jointed completed with collarcompleteall as specified.
56	M&L 300 mm dia Reinforced concrete pipes classNP2, laid and jointed completed with collarcompleteall as specified.
57	M&L 100 mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed as specified
58	M&L 150 mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed as specified
59	S&F for 75mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors
60	S&F for 100/110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors
61	S&F for 75mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls
62	S&F for 100/110mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls
63	S&F for 75mm PVC (SWR) bends with or without access door complete all as specified
64	S&F for 100/110mm PVC (SWR) bends with or without access door complete all as specified
65	S&F for 75mm PVC (SWR) branch piece, equal or unequal complete all as specified
66	S&F for 100/110mm PVC (SWR) branch piece, equal or unequal complete all as specified
67	S&F for 75mm PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified
68	S&F for 100/110mm PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified
69	S&F for 75mm PVC (SWR) vent cowl
70	M&L PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) Concrete bed to 150mm bore drain pipes including packing under, and hunching against the sides of pipes after they are laid and tested; in, complete all as specified and as directed by Engr-in-Charge.
71	All as per Sl. item No 70 above but 200 mm bore
72	Ditto. All as per Sl. item No 70 above item but 300 mm bore
73	Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by the Engr-in-charge.
74	Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by the Engr-in-charge.
75	Dismantling/ taking out of cast iron or reinforced concrete drain pipes or salt glazed stoneware drain pipe, jointed in cement mortar and taking out of trenches/wall upto & incl of internal dia of pipe 100/75 mm, all as specified and directed by the Engr-in-charge.
76	S&F 100 mm dia Cast iron spun soil pipes, waste and vent pipes in any length with or without ears with cement joints, laid in trenches or in floors all specified and directed by the Engr-in-charge.
77	S&F 100 mm dia Cast iron spun pipes, waste and vent pipes, in any length with or without ears with cement joints, fixed to wallwith MS clamps all specified and directed by the Engr-in-charge.
78	All as per Sl. item No 77 above but re-fixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.
79	S&F 75 mm dia iron spun cast pipes, waste and vent pipes, in any length with or without ears with cement joints, fixed to wallwith MS clamps all specified and directed by the Engr-in-charge.
80	All as per Sl. item No.79 above but re-fixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.
81	S&F in repairs CI spun cast 100mm bore bends/reducer/Tee (any radius)with access door diminishing pieces or tapers (larger bore measured) all as specified all specified and directed by the Engr-in-charge.
82	All as per srl item No. 81 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge.
83	S&F in repairsCI spun cast 100mm bore Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches all as specified all specified and directed by the Engr-in-charge.
84	All as per srl item No. 83 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge.
85	S&F 100 mm bore CI vent cowl including taking down oldCI vent cowl of any type.
86	Ditto all asItem No. 85 above but 75mm.
87	M & L pre-cast RCC 1 : 2 : 4, typeB-1 (using 20 mm graded stone aggregate) in cover slabs for man holes with plain faces finished fair and smooth etc, set in CMI : 6 and including necessary formwork if required incl. demolition of old slabs complete all as specified
88	M&L MS TMT bars 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia all as specified
89	Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and as directed by the Engr-in-charge.
90	M&L RCC slab 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) (Nominal Mix) as in slabs supported on wall, beams etc or similar works, complete all as specified and directed by Engr-in-Charge.
91	S&F TMT steel bars 10 mm dia and over as in reinforcement, cut to length, bend to shape required including craniing, bending spirally or hooping for coloumns, hooking ends and binding with MS wire (annealed not less than 0.9mm) all as specified and as directed by Engr-in-charge.
92	Use and waste form work to side and soffits of suspended slab such as roof slab floor slab landing and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished surface of concrete flat, complete all as specified and as directed by Engr-in-charge.
93	Dismantlingasbestos cement/ CGI (corrugated, semi corrugated) etc sheets in roof covering including ridges complete all as specified.
94	Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc
95	S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
96	S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
97	S&F Roof trusses (framed), trussed, purlines, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc
98	S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge.