Tender For Provision Of External Service For Five Ifs Sites At Af Stn Jaisalmer, jaisalmer-Rajasthan

Provision Of External Service For Five Ifs Sites At Af Stn Jaisalmer -Surface Excavation Not Exc. 30Cm Deep & Averaging 15 Cm Deep In Soft / Loose Soil And Getting Out Complete All As Specified And As Directed . 2 Excavation In Trenches, N Exc 1.5M Wide And N Exc 1.5M In Depth , For Foundation, Etc Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Laying Of Cables Etc. N Exc 10Sqm On Plan And N Exc 1.5M In Depth And Getting Out In Soft / Loose Soil Complete All As Specified And As Directed 3 Returning, Filling In Approved Soft / Loose Soilincluding Spreading, Leveling, Watering And Well Ramming In Layers Each N.Exc 25Cm Complete All As Specified And As Directed . 4 Removing Surplus Soil To A Distance N.Exc 50M And Depositing Where Directed At A Level N.Exc 1.5M Above The Starting Point Complete All As Specified And As Directed . 5 Labour Only ( Except Material For Road Side Berms Of 100 Mm Spread Thickness With Available Approved Soil / Moorum Obtained From Within Md Land As Directed Spread Rolled And Consolidated To Gradient And Camber Required Etc Complete All As Specified And As Directed By Engineer-In-Charge.Note 1.Approved Soil / Moorumshall Be Obtained From Within Md Land As Directed 2. No Lead Charge Or Charge Of Whatsoever Nature Shall Be Paid On This Account. 6 Factory Made Kerb Stone Of M25 Grade Cement Concrete In Postion To The Required Level And Curvature , Jointed With Cement Mortar 1:3 Including Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm ) Including Making Drainage Opening Wherever Requiredincluding Demolition Of Existing Kerb Stone Complete All As Specified And Directed. 7 Preparation Of Newly Surface Of Road Side Kerb Stone And Applying Two Coats Of Synthethic Enamel Paint Of Approved Different Tint And Pattern Over A Coat Of Primer Etc Complete All As Specified And Directed. 8 Hardcore Of Broken Stone Or Boulders Of Gauge Not Exceeding 63 Mm, Deposited, Spread And Leveled In Layers Not Exceeding 15 Cm Thick, Watered And Rolled To A True Surfacecomplete All As Specified And As Directed . 9 75 Mm Thick Pcc ( 1:4:8 ) Type D-2 Using 40Mm Graded Stone Aggregate As In Sub Base Including Finishing The Top Surface Of Concrete Even And Roughcomplete All As Specified And As Directed . 10 60Mm Thick M-35 Grade Machine Pressed With Grey Cement And No Pigment Interlocking Factory Made Paver Blocks Of Any Size And Shape Conforming To Is 15658-2006, Set, Jointed And Pointed In Dry Sandover And Including 25 Mm Thick Sand Cushion Complete All As Specified And As Directed . 11 Excavation In Trenches, N Exc 1.5M Wide And N Exc 1.5M In Depth , For Foundation, Etc Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Laying Of Cables Etc. N Exc 10Sqm On Plan And N Exc 1.5M In Depth And Getting Out In Hard / Densesoil Complete All As Specified And As Directed 12 Galvanized Steel Water Tubing Medium Grade Isi Marked Of 100Mm Bore With & Including All Necessary Fittings Complete, Laid In Trenches, Complete All As Specified And Directed.Note :-Excavation & Earthwork Shall Be Measured & Paid For Separately Under Relevant Items Of This Schedule. 13 Galvanized Steel Water Tubing Medium Grade Si Marked Of 40Mm Bore With & Including All Necessary Fittings Complete, Laid In Trenches, Complete All As Specified And Directed.Note :-Excavation & Earthwork Shall Be Measured & Paid For Separately Under Relevant Items Of This Schedule. 14 Galvanized Steel Water Tubing Medium Grade Si Marked Of 25 Mm Bore With & Including All Necessary Fittings Complete, Laid In Trenches, Complete All As Specified And Directed.Note :-Excavation & Earthwork Shall Be Measured & Paid For Separately Under Relevant Items Of This Schedule. 15 Cast Iron Body Sluice Valve Heavy Duty Class ‘Pn-1.6’, 100Mm Bore, Isi Marked With Confirming To Is-14846-2000, Both Flanged Ends And Drilled, High Tensile Stainless Steel Spindle, Cast Iron Gate With Brass Ring, Non Rising Type, Cast Iron Wheel Handle, Cast Iron Cap, Complete With 3Mm Thick Neoprene Rubber Gasket Joint And Nuts, Bolts ( High Tensile ) , Washers Etc, And Testing, Includingtaking Out Old Unserviceable Sluice Valve Of 100Mm Bore, Complete All As Specified Anddirected. 16 Gun Metal Globe Or Gate Valve, With Iron Wheel Head, Screwed Both Ends, Isi Marked For 40Mm Bore Pipe Linecomplete All As Specified And Directed. 17 Gun Metal Globe Or Gate Valve, With Iron Wheel Head, Screwed Both Ends, Isi Marked For 25Mm Bore Pipe Linecomplete All As Specified And Directed. 18 Cutting Existing Steel Tubing For Alteration Or Addition ( Each Cut Measured ) Complete All As Specified And Directed. 19 Screwing Existing Steel Tubing Foralteration Or Addition ( Or Lengthening Screw On Pipe To From Connector ) Complete All As Specified And Directed. 20 Construction Of Stone Masonary Valves Pit Of Size 900Mmx 900Mm X 900Mm ( Internal Dimention Of Chamber ) Made With Bulit In Cement Mortar 1.6 For Sluice Valve Chamber Including Necessary Excavation, Foundation Concrete In Pcc 1:4:8 Type D2 Using 40Mm Graded Stone Aggregate For Foundation And 15Mm Thick Inside Cement Plaster With Cement Mortar 1:4 With Floating Coat Of Near Cement, Pcc Coping Type B1 ( 1:2:4 ) Using 20Mm Graded Stone Aggregate Including Necessary Form Work With Ms Frame With Angle Iron 50X50x6 Mm And Cover Of Ms Sheet 3.15Mm Thick Including Tarring And Painting ( Where Required ) The Steel Surface With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Prime Complete As Specified And Locking Arrangement Directed. 21 Cutting Existing Pipe Of Any Type And Size And Tapping Of Pipe Line By Providingof Tee Gi Of Size 100 X 100 X100 Mmcomplete All As Specified And Directed. 22 Pcc 1:2:4 Type B-1 Using 20Mm Graded Stone Aggregate As Incopingof Poles / Pipe / Plateform / Path Etc I Including Necessary Use And Waste Of Formworkand Finishing The Top Surface Of Concrete Even And Smooth With Using Extra Cement Complete All As Specified And As Directed . 23 Sand Cushioning And Cover ( Using Local Tibba Sand ) , 80 Mm Thick Before Laying Of Cable And 150 Mm Thick After The Cable Is Laid, Complete All As Specified And As Directed By Engineer-In-Charge. ( Note :1. Approved Local Tibba Dry Sand After Removal Of Vegetations, Grass And Other Deleterioussubstances Shall Be Used For Sand Cushioning And Cover ) . 24 Jodhpur Stone Rough Dressed Slab, 40 Cm To 50 Cm Thick, 25 Cm To 35 Cm Wide Of 80 Cm Long Dry Abuttting Each Other For Protection To Under Groung Cable, Complete All As Specified And As Directed . 25 Supply, Laying, Jointing And Testing Xlpeinsulated Screened Pvc Bedded, Armoured, Heavy Duty Underground Electric Cable With Stranded Aluminium Conductor 1100 Volts Grade Cross Sectional Area 35 Sq Mm 3.5 Core Confirming To Is-7098 ( Part-I-1988 ) Laid In Trenches, Along Poles Through Pipes Etc. Complete All As Specified. Notes :- ( I ) Sand Cushioning, Cable Protection, Gi Pipe And Excavation & Earth Work Shall Be Measured & Paid For Separately ( Ii ) Road Cutting / Floor Cutting / Cutting Holes Etc In Walls Required For Laying / Fixing Of Cable Etc Shall Be Made Good As Per Existing. Nothing Extra Shall Be Admissible On This Account. Quoted Rates Shall Be Inclusive Of The Above Provisions. 26 Supply, Laying, Jointing And Testing Xlpeinsulated Screened Pvc Bedded, Armoured, Heavy Duty Underground Electric Cable With Stranded Aluminium Conductor 1100 Volts Grade Cross Sectional Area 50 Sq Mm 3.5 Core Confirming To Is-7098 ( Part-I-1988 ) Laid In Trenches, Along Poles Through Pipes Etc. Complete All As Specified. Notes :- ( I ) Sand Cushioning, Cable Protection, Gi Pipe And Excavation & Earth Work Shall Be Measured & Paid For Separately ( Ii ) Road Cutting / Floor Cutting / Cutting Holes Etc In Walls Required For Laying / Fixing Of Cable Etc Shall Be Made Good As Per Existing. Nothing Extra Shall Be Admissible On This Account. Quoted Rates Shall Be Inclusive Of The Above Provisions. 27 Supply, Laying, Jointing And Testing Xlpeinsulated Screened Pvc Bedded, Armoured, Heavy Duty Underground Electric Cable With Stranded Aluminium Conductor 1100 Volts Grade Cross Sectional Area 185 Sq Mm 3.5 Core Confirming To Is-7098 ( Part-I-1988 ) Laid In Trenches, Along Poles Through Pipes Etc. Complete All As Specified. Notes :- ( I ) Sand Cushioning, Cable Protection, Gi Pipe And Excavation & Earth Work Shall Be Measured & Paid For Separately ( Ii ) Road Cutting / Floor Cutting / Cutting Holes Etc In Walls Required For Laying / Fixing Of Cable Etc Shall Be Made Good As Per Existing. Nothing Extra Shall Be Admissible On This Account. Quoted Rates Shall Be Inclusive Of The Above Provisions. 28 40 Mm Bore Gi Tube, Light Grade Galvanised With Clamp Of 25 X3 Flat Ironfor Protection Of Cable , With All Fitting Leadin Trenches / Under Road / With Wall / In Wall / Pole / Under Floorwhere Requiredcomplete All As Specified And As Directed 29 80 Mm Bore Gi Tube, Light Grade Galvanised With Clamp Of 25 X3 Flat Ironfor Protection Of Cable , With All Fitting Leadin Trenches / Under Road / With Wall / In Wall / Pole / Under Floorwhere Requiredcomplete All As Specified And As Directed 30 Drilling ( Horizontally ) Of Holes Under Road 110 Mm Dia , Pavement , Hard Standing By Trench Less Technology ( Manually ) With Out Disturbing The Top Surface Of Road ( Maxium 10 Mtr Wide ) For Laying Of Cable / Gi Pipescomplete All As Specified And As Directed . 31 Earthing Complete With Galvanized Steel Earth Plate Electrode 60Cm X 60Cm X 6Mm Thick Burried Directly In Ground ( Earth Pit Not Less Than 2.25M Deep Below Ground Level ) With Top Edge Of Plate Not Less Than 1.5 Deep Below Normal Ground Level And Connected To And Including Galvanized Earth Lead Wire 4Mm Dia Upto 7.5 Metre By Means Of Gi Nuts, Bolt, Check Nuts, Washers Thimbles, Etc As Shown In Electrical Plate No 03 Ssr Part I And Connection To Main Switch Board Or Panel And Testing On Completion Including Excavation And Earth Work In Any Type To Soil, Returning Fitting In And Removal Of Surface Spoil To A Distance Not Exc 50 Metre, Pcc Chamber ( 1:3:6 ) Type C-2, Charcoal And Salt Mixed Layer 15Cm Thick All Around The Earth Plate Electrode, Ms Funnel With Wire Mesh, Gi Pipe Light Grade 20Mm Bore For Watering And 15Mm Bore Meter Long Gi Pipe Light Grade For Earth Wire Protection Fixed With Poles With Two Clamps, Made From Ms Flat 25Mm X 3Mm, Bolts, Nuts And Washers 75Mm Thick Rcc Cover 1:2:4 Type B-1 Shall Be Provided On Ci Frame Etc Complete All As Specified. Note - Pcc Chamber Shall Be Constructed At Least 1.5M Away From The Earth Electrode.The Pipe For Watering Shall Be Provided In Slanting Manner.Including The Cost Of 7.50M Gi Pipe For Protection Of Earth Wire / Strip 32 Earthing Complete With Galvanised Steel Earth Plate Electrode 60 Cm X60 Cm X 6 Mm Thick Buried Directly In Ground , ( Earth Pit Not Less Than 2.25 Meter Deep Below Ground Level ) With Top Edge Of Plate Not Less Than 1.5 Meter Below Normal Ground Level , Connected To And Including Galvanised Iron Earth Wire 32 X 6 Mm By Means Ofnut, Bolts, Check Nuts And Washers Of Galvanised Iron Or Steel And Provision Of Charcoal Dust And Common Salt Packed All Around The Earth Plate Including Necessary Excavation And Earth Work In Any Type Of Soil And Testing Complete All As Specified And Directed And Shown In Electrical Plate Number 5 Of Mes Ssr Part-I ( 1991 ) Note:- ( A ) Excavation And Earth Work For Drilling Hole For Electrode In Any Type Of Soil. ( B ) Pcc Pit In Cement Concrete 1:2:4 Type B-1, Pre Cast Rcc Cover With Suitable Handle 40 Mm Thick In Pcc 1:2:4 Type B-1, Reinforced With Welded Steel Wire Fabric Weighing Not Less Than1.87 Kg / Sq Meter. ( C ) Funnel With Watering Pipe Of Gi 20 Mm Nominal Bore Light Grade And Lugs Etc Complete All As Specified And Directed ( D ) 40 Mm Nominal Bore Medium Grade Gi Protection Pipe 5 Meter Long For Protection Of Earthing Lead Complete All As Specified And Directed. ( E ) Requisite Quantity Of Common Salt And Charcoal. ( F ) Testing Of Earthing. 33 Sub Main Wiring With 2 Run Of Single Core 6.0 Sqmm Multi-Stranded Copper Conductor 1100 Volts Grade Frls Pvc Insulated Unsheathed Cable Drawn Through And Including Pvc Conduit Of Suitable Size Onwall Isurface Ncluding 4.0 Sqmm Pvc Insulated Unsheathed Single Core Copper Conductor Earth Wireincluding Taking Down Old Unserviceable Submain Wiring Complete All As Specified. Note : Two Run Of 6.00 Sqmm Cable And One Run Of 4.00 Sqmm Cable As Earth Wire Continuity Conductor And Stove Enamelled Steel Conduit Shall Be Measured & Paid As One Unit. 34 Sub Main Wiring With 4 Run Of Single Core 6.0 Sqmm Multi-Stranded Copper Conductor 1100 Volts Grade Frls Pvc Insulated Unsheathed Cable Drawn Through And Including Pvc Conduit Of Suitable Size On Wall Surface Includingtwo Run Of 4.0 Sqmm Pvc Insulated Unsheathed Single Core Copper Conductor Earth Wire In And Including Taking Down Old Unserviceable Submain Wiring Complete All As Specified. Note : Four Runs Of 6.00 Sqmm Cable And Two Run Of 4.00 Sqmm Cable As Earth Wire Continuity Conductor And Stove Enamelled Steel Conduit Shall Be Measured & Paid As One Unit. 35 Sheet Metal Enclosureflush Mounting Factory Made For Tpn Db 4 Way, 415 Volt, Ac 50 Hz Double Door, Ip-43 Protection, Ik-09 Built In Bus Bar Completewith Siitable For Incomming Mcb And Outgoing Mcbs And Fixed In Recess On Wallcomplete All As Specified And As Directed . 36 Mcb, Tpn, 5 To 32 Amps Rating, With Over Load And Short Circuit Protection C Curve And Rupturing Capacity 10 Ka, 240 Volt Grade, Ac Supply, 50 Hz And Making Connections Using Suitable Size Copper Lugs / Thimbles Including Complete, All As Specified & Directed. 37 Mcb, Single Pole, 5 To 32 Amps Rating, With Over Load And Short Circuit Protection C Curve And Rupturing Capacity 10 Ka, 240 Volt Grade, Ac Supply, 50 Hz And Making Connections Using Suitable Size Copper Lugs / Thimbles Including Complete, All As Specified & Directed. 38 Supply And Fix Cable Jointing Kit For 1.1 Kv Grade Cable For Straight Through Joint Complete With Jointing Material Heat Shrink Type And Accessories Suitable For 3 ½ / 4 Core Xlpe, Armoured, Aluminium Conductor Cable Of Size 185Sqmm Complete All As Specified And Directed. 39 Mcb, Single Pole, 40 To 63 Amps Rating, With Over Load And Short Circuit Protection C Curve And Rupturing Capacity 10 Ka, 240 Volt Grade, Ac Supply, 50 Hz And Making Connections Using Suitable Size Copper Lugs / Thimbles Including Complete, All As Specified & Directed. 40 Design, Supply, Erection, Commissioning And Testing Of Outdoor Type Lt Feeder Pillar Box, Double Door, Suitable For 3 Phase 4 Wire, 415 Volts Ac Supply And Having 4 Nos Copper Bus Bar Not Less 150 Amps For Distribution System And Type Tested At Cpri, Fabricated In Factory Having Modern Fabrication And Testing Facility Which Includes Seven ( 07 ) Tanks Pre Treatment Facility Comprising Of De-Greasing, Rinsing, De-Rusting, Rinsing, Phosphating, Rinsing And Passivation Followed By Powder Coated Painting ( Thickness Not Less Than 80 Micron ) With Approved Shade Of Ral 7032.The Feeder Pillar Shall Be Provided With Suitable Neoprene Rubber Gasket To Make It Completely Dust And Vermin Proof And Degree Of Protection Not Less Than Ip-55 And General Construction Conforming To Is : 13947. The Feeder Pillar Shall Be Made Out Of 3.15Mm Thick Crca Mild Steel Sheetand 3.15Mm Thick Gland Plate Duly Compartmentalized For Each Control Gear And Bus-Bar, Front Door ( 02 Layer ) And Rear Door ( 01 Layer ) Opening Facility And 4 Side Slanting Canopy Type Roof On Top And Mild Steel Channel ( 75 Mc ) Base Frame At Bottom And Having Welded Equal Angle Of 75Mmx75mmx6mm Of Length 0.9Mtr, 04 Nos, 30Cm Ofangle Shall Be Embedded In Pcc 1:2:4, 20Mm Graded Stone Agregate Below Gl Level And 30Cm Shall Be Above Ground Level Of Size As Directed By Engr-In-Charge At Site. The Feeder Pillar Shall Be Provided With Ventilation Facility In The Form Of Louvers For Better Heat Dissipation.Necessary Cable Gland Shall Be Provided For All Incoming And Outgoing Cables. 41 Control Wiring : All Control Wirings Shall Have To Be Carried Out With 1100 Volts Rated Frls Grade Pvc Insulated Multi-Stranded Type Copper Wire Of Cross Sectional Area 1.50Sqmm And Shall Be Properly Bunched, Tied And Dressed, Ferrule Marked For Proper Identification And Crimped With Suitable Size And Type Of Tinned Copper Lugs And Shall Be Wrapped With Pvc Spring Type Tube Near The Door Hinges.Cable Alley : Necessary Cable Alley Shall Be Provided For Out Going Cables In Both Sides Of Lt Panel With Terminal Block, The Terminal Block Shall Be Connected With The Outgoing Mccb With Copper Bus Bar Of Suitable Size Incoming : Mccb 100 Amps, 4 Pole , Thermal Magneticrelease, 16 Ka, Adjustable, 70% To 100%- 1 Nos Outgoings : ( A ) Mccb 63 Amps, 4 Pole , Thermal Magneticrelease, 16 Ka, Adjustable 70% To 100 % - 2 Nos ( B ) Mccb 40 Amps, 4 Pole , Thermal Magneticrelease, 16 Ka, Adjustable 70% To 100%- 1 Nos ( C ) Bakelite Fuse Holder With 5 Amps Hrc Type Control Fuse - 03 Nos. ( D ) Led Pilot Lamp Suitable For 230 Volts Ac Supply With Integral Circuit And Cluster Led Of Following Colours : ( I ) Red - 01 No, ( Ii ) Yellow - 01 No, ( Iii ) Blue - 01 No. ( E ) Digital Volt Meter 96Mm X 96Mm Suitable To Read 0 To 500 Volts, Accuracy Class 1% - 01 Nos ( F ) Digital Ammeter 96Mm X 96Mm Suitable To Read 0 To 100Amps, Accuracy Class 1% - 01 Nos ( G ) Current Transformer ( Ct ) Of Rating 100 / 5, Tape Wound, Rated Burden 5 Va - 03 Nos ( H ) Led Indicator Lamps Complete With Integral Circuit And Cluster Led, Suitable To Operate In 230-240 Volts Ac Supply - 1Set Of 03 Nos ( Red - 01, Yellow- 01, Blue - 01 ) ( J ) 02 Nos.Danger Notice Plate Duly Written In Signal Red Colour On Aluminium Plate In English And Hindi Language And Of Size Not Less Than 150Mmx100mm Shall Be Fixed On Both Front & Rear Door Of The Bus Bar Chamber. ( Note : 1. The Feeder Pillarbox Shall Be Designed In Such A Way That Adequate Workable Space Is Made Available Inside The Compartments And The Front Area Of The Panel Shall Not Be Less Than 1.00 Sqm And 500Mm Depth ) .2. The Contractor Shall Submit Lt Panel / Feeder Pillar Boxdrawings To The Engr-In-Charge For Approval Before Procurement Of Material. 42 Plain Cement Concrete ( 1:2:4 ) Type B-1 ( Using 20Mm Graded Stone Aggregate ) In Lintel, Cill, Bed Block Coping , Bed Plate, Bond Stone Etc Including Weathering Slightly Rounded Or Chamfered Angles And Throating And Necessary Form Workcomplete All As Specified And As Directed .

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	11-Feb-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	18-02-2023

INR 500 /-

INR 90000.0 /-

INR 45 Lakhs /-

Name of Work : PROVN OF EXTERNAL SERVICE FOR FIVE IFS SITESAT AF STN JAISALMER

Sl. No.	Item Description
1	Surface excavation not exc. 30cm deep & averaging 15 cm deep in soft /loose soil and getting out complete all as specified and as directed .
2	Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, laying of cables etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed
3	Returning, filling in approved soft/loose soilincluding spreading, leveling, watering and well ramming in layers each n.exc 25cm complete all as specified and as directed .
4	Removing surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed .
5	Labour only (except material for road side berms of 100 mm spread thickness with available approved soil/moorum obtained from within MD land as directed spread rolled and consolidated to gradient and camber required etc complete all as specified and as directed by Engineer-in-Charge.NOTE 1.Approved soil/moorumshall be obtained from within MD land as directed 2. No lead charge or charge of whatsoever nature shall be paid on this account.
6	Factory made kerb stone of M25 grade cement concrete in postion to the required level and curvature , jointed with cement mortar 1:3 including making joints with or without grooves(thickness of joints except at sharp curve shall not to more than 5 mm ) including making drainage opening wherever requiredincluding demolition of existing kerb stone complete all as specified and directed.
7	Preparation of newly surface of road side kerb stone and applying two coats of synthethic enamel paint of approved different tint and pattern over a coat of primer etc complete all as specified and directed.
8	Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rolled to a true surfacecomplete all as specified and as directed .
9	75 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base including finishing the top surface of concrete even and roughcomplete all as specified and as directed .
10	60mm thick M-35 grade machine pressed with grey cement and no pigment interlocking factory made paver blocks of any size and shape conforming to IS 15658-2006,set, jointed and pointed in dry sandover and including 25 mm thick sand cushion complete all as specified and as directed .
11	Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, laying of cables etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in hard /densesoil complete all as specified and as directed
12	Galvanized steel water tubing medium grade ISI marked of 100mm bore with & including all necessary fittings complete, laid in trenches, complete all as specified and directed. Note :-Excavation & earthwork shall be measured & paid for separately under relevant items of this Schedule.
13	Galvanized steel water tubing medium grade SI marked of 40mm bore with & including all necessary fittings complete, laid in trenches, complete all as specified and directed. Note :-Excavation & earthwork shall be measured & paid for separately under relevant items of this Schedule.
14	Galvanized steel water tubing medium grade SI marked of 25 mm bore with & including all necessary fittings complete, laid in trenches, complete all as specified and directed. Note :-Excavation & earthwork shall be measured & paid for separately under relevant items of this Schedule.
15	Cast iron body sluice valve heavy duty class ‘PN-1.6’, 100mm bore, ISI marked with confirming to IS-14846-2000, both flanged ends and drilled, high tensile stainless steel spindle, Cast Iron gate with brass ring, non rising type, cast iron wheel handle, cast iron cap, complete with 3mm thick neoprene rubber gasket joint and nuts, bolts (high tensile), washers etc, and testing, includingtaking out old unserviceable sluice valve of 100mm bore, complete all as specified anddirected.
16	Gun metal globe or gate valve, with iron wheel head, screwed both ends, ISI marked for 40mm bore pipe linecomplete all as specified and directed.
17	Gun metal globe or gate valve, with iron wheel head, screwed both ends, ISI marked for 25mm bore pipe linecomplete all as specified and directed.
18	Cutting existing steel tubing for alteration or addition(Each cut measured)complete all as specified and directed.
19	Screwing existing steel tubing foralteration or addition (or lengthening screw on pipe to from connector)complete all as specified and directed.
20	Construction of stone masonary valves pit of size 900mmx 900mm x 900mm (internal dimention of chamber) made with bulit in cement mortar 1.6 for sluice valve chamber including necessary excavation, foundation concrete in PCC 1:4:8 type D2 using 40mm graded stone aggregate for foundation and 15mm thick inside cement plaster with cement mortar 1:4 with floating coat of near cement, PCC coping type B1 (1:2:4) using 20mm graded stone aggregate including necessary form work with MS frame with angle iron 50x50x6 mm and cover of MS sheet 3.15mm thick including tarring and painting (where required) the steel surface with two coats of synthetic enamel paint over a coat of red oxide prime complete as specified and locking arrangement directed.
21	Cutting existing pipe of any type and size and tapping of pipe line by providingof tee GI of size 100 x 100 x100 mmcomplete all as specified and directed.
22	PCC 1:2:4 type B-1 using 20mm graded stone aggregate as incopingof poles/pipe/plateform/path etc i including necessary use and waste of formworkand finishing the top surface of concrete even and smooth with using extra cement complete all as specified and as directed .
23	Sand cushioning and cover (using local tibba sand), 80 mm thick before laying of cable and 150 mm thick after the cable is laid,complete all as specified and as directed by Engineer-in-Charge. (Note :1. Approved local tibba dry sand after removal of vegetations, grass and other deleterioussubstances shall be used for sand cushioning and cover).
24	Jodhpur stone rough dressed slab,40 cm to 50 cm thick, 25 cm to 35 cm wide of 80 cm long dry abuttting each other for protection to under groung cable, complete all as specified and as directed .
25	Supply, laying, jointing and testing XLPEinsulated screened PVC bedded, armoured,heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade cross sectional area 35 sq mm 3.5 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc. complete all as specified. Notes :- (i) Sand cushioning, cable protection, GI pipe and excavation & earth work shall be measured & paid for separately (ii) Road cutting/ floor cutting/ cutting holes etc in walls required for laying/ fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall be inclusive of the above provisions.
26	Supply, laying, jointing and testing XLPEinsulated screened PVC bedded, armoured,heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade cross sectional area 50 sq mm 3.5 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc. complete all as specified. Notes :- (i) Sand cushioning, cable protection, GI pipe and excavation & earth work shall be measured & paid for separately (ii) Road cutting/ floor cutting/ cutting holes etc in walls required for laying/ fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall be inclusive of the above provisions.
27	Supply, laying, jointing and testing XLPEinsulated screened PVC bedded, armoured,heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade cross sectional area 185 sq mm 3.5 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc. complete all as specified. Notes :- (i) Sand cushioning, cable protection, GI pipe and excavation & earth work shall be measured & paid for separately (ii) Road cutting/ floor cutting/ cutting holes etc in walls required for laying/ fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall be inclusive of the above provisions.
28	40 mm bore GI tube, light grade galvanised with clamp of 25 x3 flat ironfor protection of cable , with all fitting leadin trenches /under road / with wall /in wall /pole /under floorwhere requiredcomplete all as specified and as directed
29	80 mm bore GI tube, light grade galvanised with clamp of 25 x3 flat ironfor protection of cable , with all fitting leadin trenches /under road / with wall /in wall /pole /under floorwhere requiredcomplete all as specified and as directed
30	Drilling (Horizontally) of holes under road 110 mm dia , pavement , hard standing by trench less technology ( manually ) with out disturbing the top surface of road(maxium 10 mtr wide)for laying of cable/ GI pipescomplete all as specified and as directed .
31	Earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6mm thick burried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of plate not less than 1.5 deep below normal ground level and connected to and including galvanized earth lead wire 4mm dia upto 7.5 metre by means of GI nuts, bolt, check nuts, washers thimbles, etc as shown in electrical plate No 03 SSR Part I and connection to main switch board or panel and testing on completion including excavation and earth work in any type to soil, returning fitting in and removal of surface spoil to a distance not exc 50 metre, PCC chamber (1:3:6) type C-2, charcoal and salt mixed layer 15cm thick all around the earth plate electrode, MS funnel with wire mesh, GI pipe light grade 20mm bore for watering and 15mm bore meter long GI pipe light grade for earth wire protection fixed with poles with two clamps, made from MS flat 25mm x 3mm, bolts, nuts and washers 75mm thick RCC cover 1:2:4 type B-1 shall be provided on CI frame etc complete all as specified. Note - PCC chamber shall be constructed at least 1.5m away from the earth electrode.The pipe for watering shall be provided in slanting manner.including the cost of 7.50m GI pipe for protection of earth wire/strip
32	Earthing complete with galvanised steel earth plate electrode 60 cm x60 cm x 6 mm thick buried directly in ground ,(Earth pit not less than 2.25 meter deep below ground level) with top edge of plate not less than 1.5 meter below normal ground level ,connected to and including galvanised iron earth wire 32 X 6 mm by means ofnut, bolts, check nuts and washers of galvanised iron or steel and provision of charcoal dust and common salt packed all around the earth plate including necessary excavation and earth work in any type of soil and testing complete all as specified and directed and shown in electrical plate number 5 of MES SSR part-I(1991) NOTE:-(a) Excavation and earth work for drilling hole for electrode in any type of Soil. (b) PCC pit in cement concrete 1:2:4 type B-1, Pre cast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than1.87 Kg/ Sq meter. (c) Funnel with watering pipe of GI 20 mm nominal bore light grade and lugs etc complete all as specified and directed (d) 40 mm nominal bore medium grade GI protection pipe 5 meter long for protection of earthing lead complete all as specified and directed. (e) Requisite quantity of common salt and charcoal. (f) Testing of earthing.
33	Sub main wiring with 2 run of single core 6.0 Sqmm multi-stranded copper conductor 1100 volts grade FRLS PVC insulated unsheathed cable drawn through and including PVC conduit of suitable size onwall isurface ncluding 4.0 Sqmm PVC insulated unsheathed single core copper conductor earth wireincluding taking down old unserviceable submain wiring complete all as specified. Note : Two run of 6.00 sqmm cable and one run of 4.00 sqmm cable as earth wire continuity conductor and stove enamelled steel conduit shall be measured & paid as one unit.
34	Sub main wiring with 4 run of single core 6.0 Sqmm multi-stranded copper conductor 1100 volts grade FRLS PVC insulated unsheathed cable drawn through and including PVC conduit of suitable size on wall surface includingtwo run of 4.0 Sqmm PVC insulated unsheathed single core copper conductor earth wire in and including taking down old unserviceable submain wiring complete all as specified. Note : Four runs of 6.00 sqmm cable and two run of 4.00 sqmm cable as earth wire continuity conductor and stove enamelled steel conduit shall be measured & paid as one unit.
35	Sheet metal enclosureflush mounting factory made for TPN DB 4 way, 415 Volt,AC 50 Hz Double door, IP-43 protection, IK-09 built in bus bar completewith siitable for incomming MCB and outgoing MCBs and fixed in recess on wallcomplete all as specified and as directed .
36	MCB, TPN, 5 to 32 Amps rating, with over load and short circuit protection "C" curve and rupturing capacity 10 kA, 240 Volt grade, AC supply, 50 Hz and making connections using suitable size copper lugs/thimbles including complete, all as specified & directed.
37	MCB, Single Pole, 5 to 32 Amps rating, with over load and short circuit protection "C" curve and rupturing capacity 10 kA, 240 Volt grade, AC supply, 50 Hz and making connections using suitable size copper lugs/thimbles including complete, all as specified & directed.
38	Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Aluminium conductor cable of size 185sqmm complete all as specified and directed.
39	MCB, Single Pole, 40 to 63 Amps rating, with over load and short circuit protection "C" curve and rupturing capacity 10 kA, 240 Volt grade, AC supply, 50 Hz and making connections using suitable size copper lugs/thimbles including complete, all as specified & directed.
40	Design, supply, erection,commissioning and testing of outdoor type LT feeder pillar box, double door,suitable for 3 phase 4 wire, 415 volts AC supply and having 4 Nos Copper bus bar not less 150 Amps for distribution system and type tested at CPRI, fabricated in factory having modern fabrication and testing facility which includes seven (07) tanks pre treatment facility comprising of de-greasing, rinsing, de-rusting, rinsing, phosphating, rinsing and passivation followed by powder coated painting (thickness not less than 80 Micron) with approved shade of RAL 7032.The feeder pillar shall be provided with suitable Neoprene rubber gasket to make it completely dust and vermin proof and degree of protection not less than IP-55 and general construction conforming to IS : 13947. The feeder pillar shall be made out of 3.15mm thick CRCA mild steel sheetand 3.15mm thick gland plate duly compartmentalized for each control gear and bus-bar, front door (02 layer) and rear Door (01 layer) opening facility and 4 side slanting canopy type roof on top and mild steel channel (75 MC) base frame at bottom and having welded equal angle of 75mmx75mmx6mm of length 0.9mtr, 04 nos,30cm ofangle shall be embedded in PCC 1:2:4, 20mm graded stone agregate below GL level and 30cm shall be above ground level of size as directed by Engr-in-charge at site. The feeder pillar shall be provided with ventilation facility in the form of louvers for better heat dissipation.Necessary cable gland shall be provided for all incoming and outgoing cables.
41	CONTROL WIRING : All control wirings shall have to be carried out with 1100 volts rated FRLS grade PVC insulated multi-stranded type copper wire of cross sectional area 1.50Sqmm and shall be properly bunched, tied and dressed, ferrule marked for proper identification and crimped with suitable size and type of tinned copper lugs and shall be wrapped with PVC spring type tube near the door hinges.Cable Alley : Necessary cable alley shall be provided for out going cables in both sides of LT panel with terminal block,the terminal block shall be connected with the outgoing MCCB with copper bus bar of suitable size INCOMING : MCCB 100 Amps, 4 pole , Thermal magneticrelease, 16 KA,adjustable, 70% to 100%- 1 Nos OUTGOINGS : (a) MCCB 63 Amps, 4 pole , Thermal magneticrelease, 16 KA,adjustable 70% to 100 % - 2 Nos(b) MCCB 40 Amps, 4 pole , Thermal magneticrelease, 16 KA,adjustable 70% to 100%- 1 Nos (c) Bakelite fuse holder with 5 Amps HRC type control fuse - 03 Nos. (d) LED Pilot Lamp suitable for 230 Volts AC supply with integral circuit and cluster LED of following colours : (i) RED - 01 No, (ii) YELLOW - 01 No, (iii) BLUE - 01 No. (e) Digital volt meter 96mm x 96mm suitable to read 0 to 500 volts, accuracy class 1% - 01 Nos(f)Digital Ammeter 96mm x 96mm suitable to read 0 to 100Amps, accuracy class 1% - 01 Nos (g) Current transformer (CT) of rating 100/5, tape wound,rated burden 5 VA - 03 Nos (h)LED indicator lamps complete with integral circuit and cluster LED, suitable to operate in 230-240 Volts AC supply - 1set of 03 Nos (Red - 01, Yellow- 01, Blue - 01) (j)02 Nos.Danger Notice Plate duly written in Signal Red colour on aluminium plate in English and Hindi language and of size not less than 150mmx100mm shall be fixed on both front & rear door of the bus bar chamber. (Note : 1. The feeder pillarBox shall be designed in such a way that adequate workable space is made available inside the compartments and the front area of the panel shall not be less than 1.00 sqm and 500mm depth).2. The contractor shall submit LT panel/feeder pillar boxdrawings to the Engr-in-charge for approval before procurement of material.
42	Plain cement concrete(1:2:4)type B-1 (using 20mm graded stone aggregate) in lintel, cill, bed block coping ,bed plate, bond stone etc including weathering slightly rounded or chamfered angles and throating and necessary form workcomplete all as specified and as directed .