Tender For Repairs To Footpath, Open Water Drain, Stone Masonry Work, Security Wall And Certain Connected Works In Weu Under Ge (North) Udhampur., udhampur-Jammu And Kashmir

Tender For Repairs To Footpath, Open Water Drain, Stone Masonry Work, Security Wall And Certain Connected Works In Weu Under Ge ( North ) Udhampur. ; 1 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. . 2 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. 3 Raking Out Joints / Pointing To Random Rubble Or Polygonal Rubble Uncoursed Or Brought Up To Courses 4 Demolition Of Cement Concrete ( Un Reinforced ) In Ground Floor And Paving N / Exe 15 Cm Thickness ( Below Or Above Ground Level ) Complete All As Specified And As Directed. 5 Demolition Old Cement Concrete ( Unreinforced ) Any Description And In Any Position Not Otherwise Specially Provided For, Complete All As Specified And As Directed. 6 Dismantling Of Structural Steel Work In Any Description Complete All As Specified And Directed. 7 Dismantling Of Mild Steel Barbed Wire 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 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. . 10 All As Per Item No. Above Herein Before, But Except Bricks. Note-Old Bricks Obtained Against Dismantling Shall Be Used. 11 M&L Walling Of Random Rubble, Uncursed, Well Bonded, Bedded And Solidly Hearted, Built In Cement Mortar 1:4 Complete All As Specified And As Directed By The Engr-In-Charge. 12 All As Per Srl No. Above Here Before But Except Stone. 13 M&L Raised Pointing To Random Rubble, Uncoursed 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, Complete 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 Complete All As Specified And As Directed By Engr-In-Charge. 16 75Mm Thick Pcc 1:4:8 Type D1 ( Using 20Mm Graded Stone Aggregate ) As In Sub Base Complete All As Specified And As Directed By Engr-In-Charge. 17 M & L For Sand Filling Under Floors Or In Foundations Including Watering And Consolidation Complete All As Specified And As Directed By Engr-In-Charge. 18 Providing Precast Cement Concrete 1:2:4 In Road Side Kerb 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 Complete All As Specified And 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 As Directed By Engr-In-Charge. 20 All As Per Srl No. Above Here N Before But Except Tiles, Complete All As Specified And As Directed By Engr-In-Charge. 21 S&F Chequered Cement Concrete Tiles 20Cm X 20Cm X 25Mmthick, 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 As Directed By Engr-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 As Directed By Engr-In-Charge. 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 Slurry And Pointed In Coloured Tile Grout To Match The Shade Of Tiles, Complete All As Specified And As Directed By Engr-In-Charge.Make :- Dura Stone Of Somany Or Equivalent In Bell / Nitco / Johnson / Agl / Paving’S 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 By Engr-In-Charge. 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 Specified And As Directed. 28 Site Clearance And Surface Dressing As In Loose Soil, Complete All As Specified And As Directed. 29 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. 30 Excavating In Post Holes ( Or Similar Holes ) As In Hard / Dence Soil Each N Exc 0.5 Cu. M, Getting Out, Complete All As Specified And Directed. 31 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. 32 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. 33 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. 34 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 Specified And As Directed By Engr-In-Charge. 35 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. 36 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. 37 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. 38 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. 39 All As Per Item Above But N. Exc. 10Cm In Width, Complete All As Specified And As Directed. 40 Preparation Of New Concrete Surfaces 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. 41 Preparation Of Old Concrete 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. 42 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. 43 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 Whether Proofing Acrylic Emulsion Paint On Walls, Complete All As Specified And As Directed By Engr-In-Charge. 44 Systematically Cleaning Of The Water Closer Including Nahani Trap, Floor Trap And Gully Traps Bybamboo / Wire / Kandi Rotary Cleaner Up To First Main Hole 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 Recipt From Concered Je / Enge-In-Charge .If He Fails To Complete The Workwith In Same Day Then Recovery Will Be Made @150.00 Per Complaint Per Day . 45 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. 46 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, Plugging / Diverting Of Flow If Required And Removing The Debries Outside Md Land Etc Including All Precautionary And Safety Measures Complete All As Specified And As Directed By Engr-In-Charge.. 47 Cleaning And Desludging 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 ( Desludging 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 And As Directed By Engr-In-Charge.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 And Earth. ( 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. 48 Same As Item No. 47 Above But 50 Users Capacity ( Desludging N Exc 6.0 Cum And Dewatering N Exc 6 Cum From Each Septic Tank ) Complete All As Specified And As Directed By Engr-In-Charge. 49 Same As Item No. 47 Above But 25 Users Capacity ( Desludging N Exc 4.0 Cum And Dewatering N Exc 4 Cum From Each Septic Tank ) Complete All As Specified And As Directed By Engr-In-Charge. 50 Excavation In Trenches In Any Type Ofsoil 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 As Directed By Engr-In-Charge. 51 M&L 150 Mm Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collars Complete All As Specified And As Directed By Engr-In-Charge. 52 M&L 200 Mm Dia Reinforced Concrete Pipes Classnp2, Laid And Jointed Completed With Collarcomplete All As Specified And As Directed By Engr-In-Charge. 53 M&L 300 Mm Dia Reinforced Concrete Pipes Classnp2, Laid And Jointed Completed With Collarcomplete All As Specified. 54 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 Haunching Against The Sides Of Pipes After They Are Laid And Tested; In, Complete All As Specified And As Directed By Engr-In-Charge. 55 All As Per Sl. Item No 54. Above But 200 Mm Bore As Specified And As Directed. 56 All As Per Sl. Item No 54. Above Item But 300 Mm Bore As Specified And As Directed. 57 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. 58 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 As Directed By Engr-In-Charge. 59 Dismantling / Taking Out Of Cast Iron Or Reinforced Concrete Drain Pipes, Jointed In Cement Mortar And Taking Out Of Trenches / Wall Upto & Incl Of Internal Dia Of Pipe 100 / 75 Mm, Complete All As Specified And As Directed By Engr-In-Charge. 60 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 Complete All As Specified And As Directed By Engr-In-Charge. 61 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 Complete All As Specified And As Directed By Engr-In-Charge. 62 All As Per Sl. Item No 61 Above But Re-Fixing Only ( Except Pipe ) With Stack Clamp, Etc, Complete All As Specified And As Directed By Engr-In-Charge. 63 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 Complete All As Specified And As Directed By Engr-In-Charge. 64 All As Per Sl. Item No.63 Above But Re-Fixing Only ( Except Pipe ) With Stack Clamp, Etc, Complete All As Specified And As Directed By Engr-In-Charge. 65 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. 66 All As Per Srl Item No. 65 Above But 75Mm Bore, Complete All As Specified And As Directed By Engr-In-Charge. 67 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 Complete All As Specified And As Directed By Engr-In-Charge. 68 All As Per Srl Item No. 67 Above But 75Mm Bore, Complete All As Specified And As Directed By Engr-In-Charge. 69 S&F For 100 Mm Bore Ci Vent Cowl Including Taking Down Old Ci Vent Cowl Of Any Type. 70 Ditto All Asitem No. 69 Above But 75Mm. 71 M&L For 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 Cm 1 : 6 And Including Necessary Formwork If Required Incl. Demolition Of Old Slabs Complete All As Specified And As Directed. 72 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. 73 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. 74 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 As Directed By Engr-In-Charge. 75 S&F Tmt Steel Bars 10 Mm Dia And Over As In Reinforcement, Cut To Length, Bend To Shape Required Including Craning, Bending Spirally Or Hooping For Coloumns, Hooking Ends And Binding With Ms Wire ( Annealed Not Less Than 0.9Mm ) Complete All As Specified And As Directed By Engr-In-Charge. 76 Use And Waste Form Work To Side And Soffits Of Sub Pended 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. 77 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	18-Jan-2024	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	25-01-2024

INR 500 /-

INR 89960.0 /-

Refer document

Name of Work : GE/U(N)-70/2023-24REPAIRS TO FOOTPATH, OPEN WATER DRAIN, STONE MASONRY WORK, SECURITY WALL AND CERTAIN CONNECTED WORKS IN WEU UNDER GE (NORTH) UDHAMPUR

Sl. No.	Item Description
1	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. .
2	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.
3	Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses
4	Demolition of cement concrete (un reinforced) in ground floor and paving n/exe 15 cm thickness (below or above ground level) complete all as specified and as directed.
5	Demolition old cement concrete (unreinforced) any description and in any position not otherwise specially provided for, complete all as specified and as directed.
6	Dismantling of structural steel work in any description complete all as specified and directed.
7	Dismantling of mild steel barbed wire 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	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. .
10	All as per item No. above herein before, but except bricks. Note-Old bricks obtained against dismantling shall be used.
11	M&L Walling of random rubble, uncursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge.
12	All as per Srl No. above here before but except stone.
13	M&L Raised pointing to random rubble, uncoursed 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, complete 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 complete all as specified and as directed by Engr-in-Charge.
16	75mm thick PCC 1:4:8 type D1 (using 20mm graded stone aggregate) as in Sub base complete all as specified and as directed by Engr-in-Charge.
17	M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engr-in-Charge.
18	Providing precast cement concrete 1:2:4 in road side kerb 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 complete all as specified and 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 as directed by Engr-in-Charge.
20	All as per Srl No. above here n before but except tiles, complete all as specified and as directed by Engr-in-Charge.
21	S&F chequered cement concrete tiles 20cm x 20cm x 25mmthick, 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 as directed by Engr-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 as directed by Engr-in-Charge.
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 slurry and pointed in coloured tile grout to match the shade of tiles, complete all as specified and as directed by Engr-in-Charge. Make :- Dura stone of somany or equivalent in Bell/Nitco/Johnson /AGL/paving’s 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 by Engr-in-Charge.
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 specified and as directed.
28	Site clearance and surface dressing as in loose soil, complete all as specified and as directed.
29	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.
30	Excavating in post holes (or similar holes) as in hard/ dence soil each n exc 0.5 cu. m, getting out, complete all as specified and directed.
31	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.
32	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.
33	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.
34	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 specified and as directed by Engr-in-Charge.
35	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.
36	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.
37	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.
38	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.
39	All as per item above but n. exc. 10cm in width, complete all as specified and as directed.
40	Preparation of new concrete surfaces 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.
41	Preparation of old concrete 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.
42	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.
43	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 whether proofing acrylic emulsion paint on walls, complete all as specified and as directed by Engr-in-Charge.
44	Systematically cleaning of the water closer including nahani trap, floor trap and gully traps bybamboo/wire/kandi rotary cleaner up to first main hole 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 recipt from concered JE/Enge-in-charge .If he fails to complete the workwith in same day then recovery will be made @150.00 per complaint per day .
45	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.
46	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, plugging/ diverting of flow if required and removing the debries outside MD land etc including all precautionary and safety measures complete all as specified and as directed by Engr-in-Charge..
47	Cleaning and desludging 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 (desludging 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 and as directed by Engr-in-Charge. 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 and earth. (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.
48	Same as item No. 47 above but 50 users capacity (desludging n exc 6.0 cum and dewatering n exc 6 cum from each septic tank) complete all as specified and as directed by Engr-in-Charge.
49	Same as item No. 47 above but 25 users capacity (desludging n exc 4.0 cum and dewatering n exc 4 cum from each septic tank) complete all as specified and as directed by Engr-in-Charge.
50	Excavation in trenches in any type ofsoil 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 as directed by Engr-in-Charge.
51	M&L 150 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and as directed by Engr-in-Charge.
52	M&L 200 mm dia Reinforced concrete pipes classNP2, laid and jointed completed with collarcomplete all as specified and as directed by Engr-in-Charge.
53	M&L 300 mm dia Reinforced concrete pipes classNP2, laid and jointed completed with collarcomplete all as specified.
54	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 haunching against the sides of pipes after they are laid and tested; in, complete all as specified and as directed by Engr-in-Charge.
55	All as per Sl. item No 54. above but 200 mm bore as specified and as directed.
56	All as per Sl. item No 54. above item but 300 mm bore as specified and as directed.
57	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.
58	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 as directed by Engr-in-Charge.
59	Dismantling/ taking out of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches/wall upto & incl of internal dia of pipe 100/75 mm, complete all as specified and as directed by Engr-in-Charge.
60	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 complete all as specified and as directed by Engr-in-Charge.
61	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 complete all as specified and as directed by Engr-in-Charge.
62	All as per Sl. item No 61 above but re-fixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.
63	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 complete all as specified and as directed by Engr-in-Charge.
64	All as per Sl. item No.63 above but re-fixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.
65	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.
66	All as per srl item No. 65 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge.
67	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 complete all as specified and as directed by Engr-in-Charge.
68	All as per srl item No. 67 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge.
69	S&F for 100 mm bore CI vent cowl including taking down old CI vent cowl of any type.
70	Ditto all asItem No. 69 above but 75mm.
71	M&L for 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 CM 1 : 6 and including necessary formwork if required incl. demolition of old slabs complete all as specified and as directed.
72	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.
73	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.
74	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 as directed by Engr-in-Charge.
75	S&F TMT steel bars 10 mm dia and over as in reinforcement, cut to length, bend to shape required including craning, bending spirally or hooping for coloumns, hooking ends and binding with MS wire (annealed not less than 0.9mm) complete all as specified and as directed by Engr-in-Charge.
76	Use and waste form work to side and soffits of sub pended 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.
77	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.