Tender For Upgradation Of Sewage Lines Under Ge (North) Bangalore, bangalore-Karnataka

Tender For Upgradation Of Sewage Lines Under Ge ( North ) Bangalore; 1 Excavationin Trenches, Not Exceeding 1.5 Metre Wide And Not Exceeding 1.5 Metre In Depth For Foundation Etc For Shafts, Wells Cesspits, Manholes, Piers Holes Etc Not Exceeding 10 Sqm On Plan And Not Exceeding 1.5 Metre In Depth And Getting Out In Hard / Dense Soil Etc Complete All As Specified And As Directed 2 All As Per Item No 1.001 Above, But Depth Exceeding 1.50 Metre But Not Exceeding 3.00 Metre Etc Complete All As Specified And As Directed 3 All As Per Item No 1.001 Above, But Depth Exceeding 3.0 Metre But Not Exceeding 4.5 Metre Etc Complete All As Specified And As Directed 4 Excavatingover Areas N.Exc. 1.5 Mtr In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Sump Etc, And And Getting Out In Hard / Dense Soilcomplete All As Specified And Directed. 5 All As Per Item No 1.004 Above, But Depth Exceeding 1.50 Metre But Not Exceeding 3.00 Metre Etc Complete All As Specified And As Directed 6 All As Per Item No 1.004 Above, But Depth Exceeding 3.0 Metre But Not Exceeding 4.5 Metre Etc Complete All As Specified And As Directed 7 All As Per Item No 1.004 Above, But Depth Exceeding 4.50Metre But Not Exceeding 6.0 Metre Etc Complete All As Specified And As Directed 8 Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exceeding 25 Cm Thick With Soil Etc Complete All As Specified And Directed 9 Removing Excavatingmaterial Not Exceeding50m And Depositing Where Directed At A Level Not Exceeding1.5 M Above The Starting Point Etc Complete All As Specified And As Directed 10 Material And Labour For Plain Cement Concrete Type D-2 1:4:8 With Using 40 Mm Grades Stone Aggregates As In Foundations And Mass Concrete Etc Complete All As Specified And Directed 11 Material And Labour For Pre-Cast Cement Type C1, 1:3:6 ( With Using 20 Mm Graded Stone Aggregates ) Concrete Block Masonry With Solid Blocks, Exceeding. 10 Cm In Width And Setting Cm 1:4 Etc Complete All As Specified Andas Directed 12 Material And Labour For Pcc 1:2:4, Type B-0 With Using 12.50 Mm Graded Stone Aggregate As In Surface Channels And Drains Complete All As Specified And Directed. 13 Material And Labour Extra For Forming Fair Finished Drain Or Channel 30 Cm Inner Girth In Cement Concrete, Using Extra Cement, Including Forms, Moulds, Mitred / Stopped Ends Etc Complete All As Specified And Directed. 14 Material And Labourfor Providing Cement Concrete Type B1, 1:2:4 ( 20Mm Graded Stone Aggregate ) In Copings, Parapets And Railing Up To 60Cm Height, Leveling Concrete For Roof Slab, Kerbs, Water Troughs / Chajjas And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating As Directed 15 Material And Labour For Rendering 15 Mm Thick In Cm ( 1:4 ) On Fair Faces Of Brick Work Or Concrete Surface Finished Even And Smooth ( Without Using Extra Cement ) Mixed With Water Proofing Compound As Per Manufacture Instruction Etc Complete All As Specified And As Directed.Notes : Wpc Shall Be Measured And Paid Separately 16 Material And Labour For Rendering 10 Mm Thick In Cement Mortar ( 1:4 ) On Fair Faces Of Brick / Concrete Surfaces Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed 17 Supply Only Liquid Water Proofing Compound 18 Material And Labour For Tmt Bars 10 Mm Dia And Over, 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 0.9 Mm Dia, Or Securing With Clips Etc Complete All As Specified And As Directed 19 All As Per Sl Item No. 1.018 Above But 5 Mm Dia And Over Up To And Incl 10 Mm Dia As In Stirrups, Spacers And Binder Etc Complete All As Specified And As Directed 20 Material And Labour For Bends, Straps, Support Or Stay Clams Rings, Handles, Hook And Similar Small Articles, Confirming To Fe-290 Gde E-165 Complete All As Specified And Directed 21 Material And Labour For Providing Precast Cement Concrete Type B-1, 1:2:4 ( 20 Mm Graded Stone Aggregates ) As In Landings, Cover Slabs ( For Man Holes Etc. ) Chullah Hoods, Chajjas, Water Troughs, Mangers, Shelves And Similar Articles With Plain Faces Set In Cm 1:4 Etc Complete All As Specified And As Directed 22 Material And Labour For Cement Concrete Bed To Drain Pipes Including Packing Under And Haunching Againstthe Sides Of Pipe After They Are Laid & Tested For 150 Mm Bore Of Pipe Withcement Concrete 1:4:8, Type D-2 Using 40Mm Graded Stone Aggregatecomplete All As Specified And Directed. 23 Material And Labour For Cement Concrete Bed To Drain Pipes Including Packing Under And Haunching Againstthe Sides Of Pipe After They Are Laid & Tested For 200Mm Bore Of Pipe Withcement Concrete 1:4:8, Type D-2 Using 40Mm Graded Stone Aggregatecomplete All As Specified And Directed. 24 Material And Labour For Laying Of Dwcpe Sewage Pipes Line 150 Mm Inner Dia Bore Of Pipeclass Sn-8 Incl Sealing Of Joints, Fittings Etccomplete With Collars Complete All As Specified And Directed 25 Material And Labour For Laying Of Dwcpe Sewage Pipes Line 200Mm Inner Dia Bore Of Pipeclass Sn-8 Includingsealing Of Joints, Fittings Etccomplete With Collars Complete All As Specified And Directed 26 Material And Labour For Cutting Into Existing Manholes For Connecting New Drains, Internal Dia Of Pipe 150 Mm, Making Good To Pipe And Rendering, Cutting Out Existing Benching For And Making Branch Channel ( 1 / 2 Round Or 3 / 4 Section ) In Cement Concrete 1:2:4, Type B-1 Smooth Finished, And Re-Forming Benching As Required Etc Complete All As Specified And As Directed 27 Material And Labour For Cutting Into Existing Manholes For Connecting New Drains, Internal Dia Of Pipe 225Mm, Making Good To Pipe And Rendering, Cutting Out Existing Benching For And Making Branch Channel ( 1 / 2 Round Or 3 / 4 Section ) In Cement Concrete 1:2:4, Type B-1 Smooth Finished, And Re-Forming Benching As Required Etc Complete All As Specified And As Directed 28 Cutting To Existing Road Surface ( Incl Wbm ) Up To Sewage Line Depth For Sewage Lines Where Ever Required Complete All As Specified And As Directed 29 Material And Labour For Framed Work As In Grills, Grating Etc With Ends Of Bars Shouldered And / Or Riveted Or Forged Into Spikes Framed Guard Bars Barred Iron Doors, Ladders Framed Balusters Walks Ways, Railing Framed Work Of Manhole Cover And Similar Work Etc Complete All As Specified And As Directed 30 Demolition Of Brick Work / Stone Masonry / Pcc Block Masonry Built In Cementmortar Of Any Description And In Any Position ( Making Holes In Exsiting Stone Masonry Culverts For Laying Of Dwcpe Pipe ) Etc All As Specified And Directed. 31 M & L For Di ( Ductile Iron ) Pipe 200 Mm Diawith Spigot And Socket End Titen Jointclass K9 Conforming To Is-8329 With Inside Surface Of Centrifugally Cast Cement Mortar Lined Suitable For Rubber Joint Laid For Nalla Crossing Over Ms Framed Work All As Specified And Directed . 32 M& L For 200 Mm Dia Bends ( Any Type, Radius And Angle ) Tapers Any Type, ( Straight, Bend, Increasing, Decreasing Or Double Socket Etc. ) Tee Pieces Single Branch. Y Junction, Double Branch, Cross ( All Sockets Or Socket And Spigot ) Collars, Caps And Plugs Etc Complete All As Specified And As Directed 33 M&L For Preparation Of New Steel And Iron Surfaces Of Any Description, Over 10 Cm In Width Or Girth , Not Otherwise Described And Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Etc Complete All As Specified And As Directed 34 M&L For Form Work To Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits ( If Any ) Of Foundation And Plinth Beams And Similar Work, Vertical Or To Batter For Fair Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed. 35 M&L For Form Work To Sides Of Pillars, Posts, Struts, Piers, Columns And Stanchions, Square, Rectangular Or Polygonal For Rough Finished Flat Surfaces Of Concrete ( Square Rectangular Or Polygonal ) Complete All As Specified And As Directed. 36 M&L For Form Work To Face Of Wall, Retaining Walls, Abutments, Parapets And Stair Case Railing And Similar Work Including Attached Pilasters And Buttersses With Rought Finished Surface Of Concrete ( Square Rectangular Or Polygonal ) Complete All As Specified And As Directed. 37 M&L For Form Work To Sides And Soffits Of Floor Or Roof Beams, Beam Haunchings, Girders, Bressummers, Lintels, Cantilevers, Shelves Including Supports, Overhangs, Roof Slabs Etc With Rough Finished Surface Of Concrete Etc Complete All As Specified And As Directed. 38 M&L For Form Work To Soffits Of Suspended Slab Such As Roon Slab, Floor Slab, Landing And Similar Work Not Exceeding 200 Mm Thick ( Horizontal Or Slopping ) Etc With Rough Finished Surface Of Concrete Etc Complete All As Specified And As Directed. 39 M&L For Reinforced Cement Concrete, M-30 ( Design Mix ) Using 20Mm Graded Stone Aggregateas In Foundation Rafts / Footings Etc Complete All As Specified And As Directed. 40 M&L For Reinforced Cement Concrete, M-30 ( Design Mix ) Reinforced Cement Concret, M-30 ( Design Mix ) Using 20Mm Graded Stone Aggregateas In Columns And Similar Articles All As Specified And As Directed. 41 M&L For Reinforced Cement Concrete, M-30 ( Design Mix ) Using 20Mm Graded Stone Aggregateas In Retaining Walls, Basement Walls, Ballast Walls, Col And Similar Work And The Like Any Thickness Above Top Of Footing Inclding Attached Pilasters And Buttersses Complete All As Specified And As Directed. 42 Reinforced Cement Concret, M-30 ( Design Mix ) Using 20Mm Graded Stone Aggregateas In Slab Supported On Walls, Beams And Columns In Floors, Roofs, Landing, Balconies, Canopies, Deck Slags And In Shelves And Like Etc Complete All As Specified And As Directed. 43 M&L For Plain Cement Concrete ( 1:2:4 ) , Type B-0 Using 12.50Mm Graded Stone Aggregate As In Floors, 25Mm Thick Finished Even And Smooth With Out Using Extra Cement Complete All As Specified And As Directed. 44 M&L For Hard Core Of Guage N.Exc. 63Mm Deposited Spread And Levelled, Laid In Layers N.Exc. 15Cm Thick, Watered And Rammed To A True Surface Using Broken Boulders All As Specified And As Directed. 45 M&L For 75 Mm Thick Pcc 1:3:6, Type C-1, Using 20 Mm Graded Aggregates As In Plinth Protection Etc, Finished Even And Smooth Without Using Extra Cement Complete All As Specified Including Joints Filling With Sealing Compound Grade A Complete All As Specified And Directed. 46 M&L For Rendering For Ceiling 5 Mm Thick In Cm 1:3 On Fair Faces Of Brick Work Or Concrete Surface Finished Even And Smooth Without Using Extra Cement Etc Complete All As Specified And As Directed 47 M&L For Rendering 10Mm Thick On Fair Faces Of Brick Work Or Concrete Surfaces In Cm ( 1:3 ) Finishing The Surfaceseven And Smooth With Out Using Extra Cement Mixed With Approved Water Proofing Compound Complete All As Specified And Directed. Note :-Wpc Will Be Measured And Paid Separately. 48 M&L For Preparing Newely Plastered Surface Of Ceiling And Applying Three Coat Of White Wash Etc Complete All As Specified And As Directed 49 M&L For Preparing Newely Plastered Surface Of Wall And Applying Two Coat Of Cement Base Paintover A Coat Of Cement Wash Etc Complete All As Specified And As Directed 50 Demolition Of Cement Concrete And Paving Not Exceeding 15 Cm Thick ( Below Or Above Ground Level ) Complete All As Specified And As Directed. 51 Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding ( But Not Backing ) , Removing Serviceable Tiles To Store And Rubbish Off The Premises Etc Complete All As Specified And As Directed 52 Demolition Of Stone Slabs And Tiles ( Interlocking Tiles ) Of Any Description Or Thickness In Floors, Aprons Etc. Etc ( Laid Dry Or Laid Dry And Pointed ) Etc Complete All As Specified And As Directed 53 M&L For 100Mm Thick Cement Concrete Type B-1 ( 1:2:4 ) ( With Using 20 Mm Graded Stone Aggregates ) As In Flooring / Hard Standing Finished Even And Smooth Without Using Extra Cement Etc Complete All As Specified And As Directed 54 M&L For 75 Mm Thick Cement Concrete ( 1:4:8 ) Type D-2 With Using 40 Mm Graded Stone Aggregates ) Asin Sub Base Of Flooing Etc Complete All As Specified And As Directed 55 M&L For Screed Bed Or Bedding Layer Of Mortar 15Mm Thick In Cm 1:6For Laying Floor Finishescomplete All As Specified And As Directed. 56 M&L For Exterior Grade, Coloured Glossyfinish Rubber Pressed, Cement Concrete Designer Chequered Tiles Of Size 30Cm X 30Cm X 25Mm Thickset, Jointed And Pointed In Neat Cement Slurry With Grey Cement And Pigment To Match The Shade / Colour / Matrix Of Tiles As In Floor Etc. Complete All As Specifed And As Directed 57 Supply And Spreading Of M-Sand As Cushioning Material Complete All As Specified And Directed 58 M&L For Machine Presssd Pre-Cast Concrete Interlocking Coloured Paving Block Of Glass Fibre Reinfoced Glossy Finished Vibro Compacted Any Shape And Size Confirming To Is-15658-2006Of 60 Mm Thick, M-35 Grade To Match With Grey Cement And Pigment Etc Complete All As Specified And As Directed 59 Preparing Black Top Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc., Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc Complete All As Directed. 60 M&L For Applying Tack Coat With Bitumen Emulsion ( Rs-1 Grade ) Confirming To Is 8887 @ 3Kg Per 10Sqm Using Emulsion Pressure Distributor On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom And As Per Clause 503 Of Morth Specifications Complete All As Directed By Engr-In-Charge. 61 Scarifying Or Picking Gravelled, Macadam Or Bituminous Macadam Surfaces In Area Not Exceeding 400 Sqm And Depth Exceeding 50 Mm And Not Exceeding 100 Mm Complete All As Directed. 62 M & L For Labour For Premix Bituminous Macadam With Minimum 40-60 Tph Batch Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Vg-30 Bituminous Binder @ 4.5% By Weight Of Total Mix And Cement As A Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finished To The Required Grade, Level And Alighnment, Rolling With Smooth Wheeled, Vibratory And Tindem Roller To Achieve The Dezire Compaction As Per Morth Specification Clause No 505 Complete In All Respects, ( Avg Thickness Shall Not Exe 75Mm Deep ) Etc. Complete All As Directed By Engr-In-Charge. 63 M&L Bituminous Premix Semi Dense Asphaltic Concrete, 30 Mm Consolidated Thickness With 5.5% Binder Content ( Vg-30 Paving Bitumen ) By Weight Of Total Mix, Mixed In Hot Mix Plant, Rolled With 8 To 10 Tonne Power Roller And Compacted To Required Camber And Gradient Complete All As Directed. 64 M & L For Di ( Ductile Iron ) Pipe 100 Mm Diawith Spigot And Socket End Titen Jointclass K7 Conforming To Is-8329 With Inside Surface Of Centrifugally Cast Cement Mortar Lined Suitable For Rubber Jointall As Specified And Directed . 65 S&F Sluice Valves, Flanged Of Class 1.6Pn 100 Diaincluding Suitablejointall As Specified And Directed . 66 Supply, Installation, Lowering, Testing And Commissioning Ofsubermersible Pump Set, Non Clog, Vertical Type, Stainless Steelimpellers With Solid Handling, Non Clog To Pass 40 Mm Particles Including With Guide Rail And 1.0 Ton Capacity Chain Pulley Block -01 No With Non Rusted Steel Lifting Chain Etc Capable Of Delivering Discharge Of 278 Lpm At 20 Mtrs Head ( 3 Hp ) Suitable For The Sewage Pump, Including Flat Switch For Automatic Operation, Ms Piping, Pressure Gauge With Control Valves Complete With All Connection And Accessories As Specified And Directed. 67 M&L, Construction Of Valve Pit Chamber Of Size 900 Mm X 900Mm × 900 Mm Internal Dimension Brick / Stone Construction Including All Excavation And Earth Work In Any Type Of Soil, Returning, Filling In Disposal Of Surplus Soil To A Distance Not Exc 50M And Depositing Were Directed, Pcc Foundation Of The Mix ( 1:2:4 ) , Type D-2, Brick Masonry Including Plastering, Rendering 12Mm Thick In Cement Mortar ( 1:4 ) Internally Finished Even And Fair And Flush Pointing Externally As The Work Proceeds In Same Mortar And Suitable Size Angle Frame With Mild Steel Angle Iron 40X40×6Mm, Ms Sheet Cover 3.15Mm Thick With Handle And Locking Arrangements And Painting All Steel Surfaces With Two Coat Of Synethic Enamelled Paint Over A Coat Of Red Oxide Primer And Painting All The Ms Embeded In Pcc With Two Coats Of Black Bitumenous Paint As Approved, Complete All As Specified And Directed. 68 Material And Labour For Earthing Complete With Galvanized Steel Earth Plate Electrode 60 Cm X 60 Cm X 6Mm Thick Buried Directly In Ground Vertically To A Depth Not Less Than 2.25 Metre Below Ground Level With Top Edge Of Earth Plate At A Depth Not Less Than 1.5 Metre Connectedwith Gi Strip 32X6mm As Earth Lead By Means Of Nuts, Bolts, Thimbles, Check Nuts And Washers Etc Made Of Galvanized Iron Connected To Earthing Test Point All As Shown In Electrical Plate No 3 Of Ssr Part-I 2010 And As Specified Or Indicated And Testing On Completion Includingearth Work And Excavation In Any Type Of Soil Pcc ( 1:3:6 ) Type C1 Chamber, Pre Cost Slab 40Mm Thick In Cement Concrete ( 1:2:4 ) Type B1, With 8 Mm Dia Tmt Bars Reinforced At 10 Cm Centre To Centre Both Ways Includingfunnel With Watering Pipe Wire Mesh And Lugs, Includingtest Point Complete All As Specified And As Directed. 69 S & Flt Control Panel Board, Out Door Type, Double Door, Padestal Mounted, Overall Size Not Less Than 900 × 850 × 450 Mm, Having Independent Compartment For Bus Bar, Incoming Feeder And Each Out Going Feeders, Dust And Vermin Proof & Lockable, Factory Made, Fabricated Out Of 3.15 Mm Thick Crca Sheet Suitable For 3 Phase 415 Volts 50 Hz, Ac Supply, Bus Bar Chamber With Aluminium Bus Bar Of 125 Amp Rating For 3 Phase And Neutral 4 Wire System Duly Insulated With Heat Shrinkable Type Sleeves As Per Colour Code, Supported On Epoxy Insulators - 01Set Incl Necessary Copper Cables Of Suitable Size For Mccbs / Mcbs / Change Over Swicth / Inter Connections, Common Earth Bus Bar Of Gl Strip 32 X 6 Mm At Bottom With Panel Board At Two Earth Terminals, Cable Glands With Independent Plates At Bottom For Each Out Going And In Coming Cables In Cable Alley Panel Board And Painted With Powder Coating In Siemens Grey Colour And Provision For The Following Incoming And Out Going Accessories All As Approved And Comprising As Under:Incoming:-A ) Mccb 4 Pole, 63 Amp, 16 Ka 415V Adjustable Thermal Setting Type - 01 No.B ) On Load Change Over Switch 4 Pole 63 Amps - 01 No.C ) Digital Volt Meter 0 - 500V, Size 96 X 96 Mm Square Type With Selector Switch - 01 No.D ) Digital Amp Meter 0 - 100 Amp, Size 96X96 Mm Square Type Withselector Switch-01 No.. E ) Copper Wound With Ctr 63 / 5 - 01 Set.F ) Indicator Lamps ( Led Type ) Showing R, Y, B Phase - 01 Set Outgoing:-A ) Mcb Tpn 32 Amps, 415V - 02 Nos.B ) Digital Volt Meter 0 - 500V, Size 96 × 96 Mm Square Type With Selector Switch - 02 Noc ) Digital Amp Meter 0 - 50 Amp, Size 96X96 Mm Square Type Withselector Switt. - 02 No.D ) Dol Starter Suitable For 3 Phase 3 Hp Submersible Non Clog Pump Set - 02 Nose ) Indicator Lamps ( Led Type ) Showing R, Y, B Phase - 02 Set Set.F ) Angle Iron Base Frame As Regd Size As Per Above Panel, Total Leg Height 600 Mm And Grouting In Side Pcc 150 Mm Legs And Made Out Of , 50 X 50 X 6 Mm Thick Angle Iron Duly Painted 70 Supply, Laying And Testing Cable Xlpe Insulated Screened, Pvc Bedded, Galvanized Steel Strip Or Wire Armoured, Electric Power Cables ( Heavy Duty ) 1100 Volts Grade With Stranded Aluminium Conductor Of Size 25 Sq Mm 4 Core All As Specified And As Directed. 71 Material And Labour For River Sand Cushioning With A Layer Of River Sand 23 Cm Thick Under And Above The Cable Complete All As Specified And As Directed. 72 Supply And Laying Ofsub Class B Burnt Bricks For Cable Protection Complete As Specified As Directed

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	01-Dec-2023	AMD TO BOQ AND TENDER DOCU	BOQ	14-12-2023
2	05-Dec-2023	BOQ	BOQ	14-12-2023
3	05-Dec-2023	Amdt to Tender Document	Other	14-12-2023
4	14-Dec-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	21-12-2023
5	23-Dec-2023	DATE	Date	30-12-2023
6	02-Jan-2024	DATE CORRIGENDUM	Date	12-01-2024

INR 1000 /-

INR 212500.0 /-

INR 1.37 Crore /-

Name of Work:UPGRADATION OF SEWAGE LINESUNDER GE (NORTH) BANGALORE

Sl. No.	Item Description
1	Excavationin trenches, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc for shafts, wells cesspits, manholes, piers holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in hard / dense soil etc complete all as specified and as directed
2	All as per item No 1.001 above, but depth exceeding 1.50 metre but not exceeding 3.00 metre etc complete all as specified and as directed
3	All as per item No 1.001 above, but depth exceeding 3.0 metre but not exceeding 4.5 metre etc complete all as specified and as directed
4	Excavatingover areas n.exc. 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, Sump etc, and and getting out in hard /dense soilcomplete all as specified and directed.
5	All as per item No 1.004 above, but depth exceeding 1.50 metre but not exceeding 3.00 metre etc complete all as specified and as directed
6	All as per item No 1.004 above, but depth exceeding 3.0 metre but not exceeding 4.5 metre etc complete all as specified and as directed
7	All as per item No 1.004 above, but depth exceeding 4.50metre but not exceeding 6.0 metre etc complete all as specified and as directed
8	Returning, filling in, including spreading, levelling,watering and well ramming in layers not exceeding 25 cm thick with soil etc complete all as specified and directed
9	Removing excavatingmaterial not exceeding50m and depositing where directed at a level not exceeding1.5 m above the starting point etc complete all as specified and as directed
10	Material and Labour for plain cement concrete Type D-2 1:4:8 with using 40 mm grades stone aggregates as in foundations and mass concrete etc complete all as specified and directed
11	Material and Labour for Pre-cast cement type C1, 1:3:6 (with using 20 mm graded stone aggregates) concrete block masonry with solid blocks, exceeding. 10 cm in width and setting CM 1:4 etc complete all as specified andas directed
12	Material and Labour for PCC 1:2:4, type B-0 with using 12.50 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
13	Material and Labour Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.
14	Material and Labourfor providing cement concrete type B1, 1:2:4 (20mm graded stone aggregate) in copings, parapets and railing up to 60cm height, leveling concrete for Roof slab, kerbs, water troughs/Chajjas and the like including weathering, slightly rounded or chamfered angles and throating as directed
15	Material and Labour for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surface finished even and smooth (without using extra cement) mixed with water proofing compound as per manufacture instruction etc complete all as specified and as directed.Notes : WPC shall be measured and paid separately
16	Material and Labour for Rendering 10 mm thick in Cement mortar (1:4) on fair faces of brick/concrete surfaces finished even and smooth without using extra cement complete all as specified and directed
17	Supply only liquid water proofing compound
18	Material and Labour for TMT bars 10 mm dia and over, 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 0.9 mm dia, or securing with clips etc complete all as specified and as directed
19	All as per Sl Item No. 1.018 above but 5 mm dia and over up to and incl 10 mm dia as in stirrups, spacers and binder etc complete all as specified and as directed
20	Material and Labour for bends, straps, support or stay clams rings, handles, hook and similar small articles, confirming to Fe-290 Gde E-165 complete all as specified and directed
21	Material and Labour for Providing precast cement concrete Type B-1, 1:2:4 (20 mm graded stone aggregates) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 etc complete all as specified and as directed
22	Material and Labour for cement concrete bed to drain pipes including packing under and haunching againstthe sides of pipe after they are laid & tested for 150 mm bore of pipe withcement concrete 1:4:8,type D-2 using 40mm graded stone aggregatecomplete all as specified and directed.
23	Material and Labour for cement concrete bed to drain pipes including packing under and haunching againstthe sides of pipe after they are laid & tested for 200mm bore of pipe withcement concrete 1:4:8,type D-2 using 40mm graded stone aggregatecomplete all as specified and directed.
24	Material and Labour for laying of DWCPE Sewage pipes line 150 mm Inner dia bore of pipeclass SN-8 incl sealing of joints, fittings etccomplete with collars complete all as specified and directed
25	Material and Labour for laying of DWCPE Sewage pipes line 200mm Inner dia bore of pipeclass SN-8 includingsealing of joints, fittings etccomplete with collars complete all as specified and directed
26	Material and Labour for cutting into existing manholes for connecting new drains, internal dia of pipe 150 mm, making good to pipe and rendering, cutting out existing benching for and making branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4, type B-1 smooth finished, and re-forming benching as required etc complete all as specified and as directed
27	Material and Labour for cutting into existing manholes for connecting new drains, internal dia of pipe 225mm, making good to pipe and rendering, cutting out existing benching for and making branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4,type B-1 smooth finished, and re-forming benching as required etc complete all as specified and as directed
28	Cutting to existing road surface (incl WBM) up to sewage line depth for sewage lines where ever required complete all as specified and as directed
29	Material and Labour for framed work as in grills, grating etc with ends of bars shouldered and / or riveted or forged into spikes framed guard bars barred iron doors, ladders framed balusters walks ways, railing framed work of Manhole Cover and similar work etc complete all as specified and as directed
30	Demolition of brick work /stone masonry/PCC block masonry built in cementmortar of any description and in any position (Making holes in exsiting stone masonry culverts for laying of DWCPE pipe) etc all as specified and directed.
31	M & L for DI (Ductile Iron ) pipe 200 mm diawith spigot and socket end titen Jointclass K9 conforming to IS-8329 with inside surface of centrifugally cast cement mortar lined suitable for rubber joint laid for Nalla Crossing over MS framed work all as specified and directed .
32	M& L for 200 mm dia Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs etc complete all as specified and as directed
33	M&L for Preparation of new steel and iron surfaces of any description, over 10 cm in width or girth , not otherwise described and painting with two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and as directed
34	M&L for Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for fair finished flat surfaces of concrete complete all as specified and as directed.
35	M&L for Form work to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete (Square rectangular or polygonal) complete all as specified and as directed.
36	M&L for Form work to face of wall, retaining walls, abutments, parapets and stair case railing and similar work including attached pilasters and buttersses with rought finished surface of concrete (Square rectangular or polygonal) complete all as specified and as directed.
37	M&L for form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, roof slabs etc with rough finished surface of concrete etc complete all as specified and as directed.
38	M&L for form work to soffits of suspended slab such as roon slab, floor slab, landing and similar work not exceeding 200 mm thick (horizontal or slopping) etc with rough finished surface of concrete etc complete all as specified and as directed.
39	M&L for Reinforced Cement Concrete,M-30 (Design mix) using 20mm graded stone aggregateas in foundation Rafts / footings etc complete all as specified and as directed.
40	M&L for Reinforced Cement Concrete,M-30 (Design mix) Reinforced Cement Concret,M-30 (Design mix) using 20mm graded stone aggregateas in columns and similar articles all as specified and as directed.
41	M&L for Reinforced Cement Concrete,M-30 (Design mix) using 20mm graded stone aggregateas in retaining walls, basement walls, ballast walls, col and similar work and the like any thickness above top of footing inclding attached pilasters and buttersses complete all as specified and as directed.
42	Reinforced Cement Concret,M-30 (Design mix) using 20mm graded stone aggregateas in slab supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slags and in shelves and like etc complete all as specified and as directed.
43	M&L for Plain Cement Concrete (1:2:4), type B-0 using 12.50mm graded stone aggregate as in floors, 25mm thick finished even and smooth with out using extra cement complete all as specified and as directed.
44	M&L for Hard core of guage n.exc. 63mm deposited spread and levelled, laid in layers n.exc. 15cm thick, watered and rammed to a true surface using broken boulders all as specified and as directed.
45	M&L for 75 mm thick PCC 1:3:6, type C-1, using 20 mm graded aggregates as in plinth protection etc, finished even and smooth without using extra cement complete all as specified including joints filling with sealing compound Grade "A" complete all as specified and directed.
46	M&L for rendering for ceiling 5 mm thick in CM 1:3 on fair faces of brick work or concrete surface finished even and smooth without using extra cement etc complete all as specified and as directed
47	M&L for Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:3) finishing the surfaceseven and smooth with out using extra cement mixed with approved water proofing compound complete all as specified and directed. NOTE :-WPC will be measured and paid separately.
48	M&L for preparing newely plastered surface of ceiling and applying three coat of white wash etc complete all as specified and as directed
49	M&L for preparing newely plastered surface of wall and applying two coat of cement base paintover a coat of cement wash etc complete all as specified and as directed
50	Demolition of cement concrete and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and as directed.
51	Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises etc complete all as specified and as directed
52	Demolition of Stone slabs and tiles (Interlocking tiles) of any description or thickness in floors, aprons etc. etc (Laid dry or laid dry and pointed) etc complete all as specified and as directed
53	M&L for 100mm thick cement concrete Type B-1 (1:2:4) (with using 20 mm graded stone aggregates ) as in Flooring / Hard standing finished even and smooth without using extra cement etc complete all as specified and as directed
54	M&L for 75 mm thick cement concrete (1:4:8) type D-2 with using 40 mm graded stone aggregates) asin sub base of flooing etc complete all as specified and as directed
55	M&L for screed bed or bedding layer of mortar 15mm thick in CM 1:6for laying floor finishescomplete all as specified and as directed.
56	M&L for exterior grade, coloured glossyfinish rubber pressed, cement concrete designer chequered tiles of size 30cm x 30cm x 25mm thickset, jointed and pointed in neat cement slurry with grey cement and pigment to match the shade / colour / matrix of tiles as in floor etc. complete all as specifed and as directed
57	Supply and spreading of M-sand as cushioning material complete all as specified and directed
58	M&L for machine presssd pre-cast concrete interlocking coloured paving Block of glass fibre reinfoced glossy finished vibro compacted any shape and size confirming to IS-15658-2006of 60 mm thick, M-35 grade to match with grey cement and pigment etc complete all as specified and as directed
59	Preparing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as directed.
60	M&L for applying tack coat with bitumen emulsion (RS-1 Grade) confirming to IS 8887 @ 3kg per 10Sqm using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per clause 503 of MORTH specifications complete all as directed by Engr-in-charge.
61	Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm and not exceeding 100 mm complete all as directed.
62	M & L for labour for premix bituminous macadam with minimum 40-60 TPH batch HMP using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 4.5% by weight of total mix and cement as a filler, transporting the hot mix to work site, laying with a hydrostatic paver finished to the required grade, level and alighnment, rolling with smooth wheeled, vibratory and tindem roller to achieve the dezire compaction as per MORTH specification clause no 505 complete in all respects, (Avg thickness shall not exe 75mm deep) etc. Complete all as directed by Engr-in-charge.
63	M&L Bituminous premix semi dense asphaltic concrete, 30 mm consolidated thickness with 5.5% binder content (VG-30 Paving bitumen) by weight of total mix, mixed in hot mix plant, rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as directed.
64	M & L for DI (Ductile Iron ) pipe 100 mm diawith spigot and socket end titen Jointclass K7 conforming to IS-8329 with inside surface of centrifugally cast cement mortar lined suitable for rubber jointall as specified and directed .
65	S&F Sluice valves, flanged of class 1.6PN 100 diaincluding suitablejointall as specified and directed .
66	Supply, Installation, lowering, testing and commissioning ofsubermersible pump set, non clog, vertical type, stainless steel impellers with solid handling, non clog to pass 40 mm particles including with guide rail and 1.0 ton capacity chain pulley block -01 No with non rusted steel lifting chain etc capable of delivering discharge of 278 LPM at 20 mtrs head (3 HP) suitable for the sewage pump, including flat switch for automatic operation, MS piping, pressure gauge with control valves complete with all connection and accessories as specified and directed.
67	M&L, Construction of Valve pit chamber of size 900 mm x 900mm × 900 mm internal dimension brick/stone construction including all excavation and earth work in any type of soil, returning, filling in disposal of surplus soil to a distance not exc 50m and depositing were directed, PCC foundation of the mix (1:2:4), type D-2, brick masonry including plastering, rendering 12mm thick in cement mortar (1:4) internally finished even and fair and flush pointing externally as the work proceeds in same mortar and suitable size angle frame with mild steel angle iron 40X40×6mm, MS sheet cover 3.15mm thick with handle and locking arrangements and painting all steel surfaces with two coat of synethic enamelled paint over a coat of red oxide primer and painting all the MS embeded in PCC with two coats of black bitumenous paint as approved, complete all as specified and directed.
68	Material and Labour for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth not less than 1.5 metre connectedwith GI strip 32X6mm as earth lead by means of nuts, bolts, thimbles, check nuts and washers etc made of galvanized iron connected to earthing test point all as shown in electrical plate No 3 of SSR Part-I 2010 and as specified or indicated and testing on completion includingearth work and excavation in any type of soil PCC (1:3:6) type C1 chamber, pre cost slab 40mm thick in cement concrete (1:2:4) type B1, with 8 mm dia TMT bars reinforced at 10 cm centre to centre both ways includingfunnel with watering pipe wire mesh and lugs, includingtest point complete all as specified and as directed.
69	S & FLT Control panel board,out door type, double door, padestal mounted, overall size not less than 900 × 850 × 450 mm, having independent compartment for bus bar, incoming feeder and each out going feeders, dust and vermin proof & lockable, factory made, fabricated out of 3.15 mm thick CRCA sheet suitable for 3 Phase 415 volts 50 Hz, AC supply, bus bar chamber with aluminium bus bar of 125 Amp rating for 3 phase and neutral 4 wire system duly insulated with heat shrinkable type sleeves as per colour code, supported on epoxy insulators - 01 Set incl necessary copper cables of suitable size for MCCBs/MCBs / change over swicth / inter connections, common earth bus bar of Gl Strip 32 x 6 mm at bottom with panel board at two earth terminals, cable glands with independent plates at bottom for each out going and in coming cables in cable alley panel board and painted with powder coating in siemens grey colour and provision for the following incoming and out going accessories all as approved and comprising as under:Incoming:-a) MCCB 4 Pole, 63 Amp, 16 KA 415V Adjustable thermal setting type - 01 No. b) On load change over switch 4 pole 63 Amps - 01 No. c) Digital Volt meter 0 - 500V, size 96 x 96 mm square type with selector switch - 01 No. d) Digital Amp Meter 0 - 100 Amp, size 96x96 mm square type withselector switch-01 No.. e) Copper wound with CTR 63/5 - 01 set. f) Indicator Lamps (LED type) showing R, Y, B phase - 01 set Outgoing:-a) MCB TPN 32 Amps, 415V - 02 Nos. b) Digital Volt meter 0 - 500V, size 96 × 96 mm square type with selector switch - 02 Noc) Digital Amp Meter 0 - 50 Amp, size 96x96 mm square type with selector switt. - 02 No. d) DOL starter suitable for 3 phase 3 HP submersible non clog pump set - 02 Nos e) Indicator Lamps (LED type) showing R,Y, B phase - 02 set set. f) Angle iron base frame as regd size as per above panel, total leg height 600 mm and grouting in side PCC 150 mm legs and made out of , 50 x 50 x 6 mm thick angle iron duly painted
70	Supply, laying and testing cable XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 Sq mm 4 core all as specified and as directed.
71	Material and Labour for river sand cushioning with a layer of river sand 23 cm thick under and above the cable complete all as specified and as directed.
72	Supply and laying ofsub class "B" burnt bricks for cable protection complete as specified as directed