Bids Are Invited For Custom Bid For Services - ----Auto Extension If Any Seller Submits Price In Last 15 Minutes, The Rawill Be Auto Extended By 15 Minutes. ( For Anunlimited Time ) Total Quantity :-1 Excavation In Soil ( By Mechanical Means. ), JAMNAGAR-Gujarat

Bids Are Invited For Custom Bid For Services - ----Auto Extension If Any Seller Submits Price In Last 15 Minutes, The Rawill Be Auto Extended By 15 Minutes. ( For Anunlimited Time ) Total Quantity :-1 Excavation In Soil ( By Mechanical Means. ) Excavation For Roadway In Soil Using Mechanical Means Including Loading In Tipper For Carrying Of Cut Earth To Embankment Site And Unloading With All Lifts And Lead Upto 1000 Mtrs As Per Relevant Clauses Of Section 300. 2235.00 Cum 2 Construction Of Embankment With Material Deposited From Roadway Cutting ( Construction Of Embankment With Approved Material Having C.B.R.>5 ( Unless Specified Otherwise In The Contract ) Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Others Structures Graded And Compacted To Meet Requirement Of Table 300-2 ) 2235.00 Cum 3 Granular Sub Base 4 Construction Of Granular Sub Base By Providing Graded Material , Carriage Of Mixed Material To Side , Spreading In Uniform Layers With Motor Grader On Prepared Surface Watering, Rolling And Compacting With Vibratory Power Roller At Omc To Achieve The Desired Density 5 Plant Mix Method ( With Mechanically Crushed Stone Only ) 6 For Lower Sub-Base With 7 Grading-Iv Material 1561.00 Cum 8 Wet Mix Macadam ( Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc 1561.00 Cum In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers With Paver In Sub-Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density As Per Clause406. ) 9 Prime Court ( Providing And Applying Primer Coat With Oil Based Bitumen Emulsion ( Ss-1, Gradeconfirming To Is:8887 ) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer Using Mechanical Means As Per Clause 502. 10 ( I ) On Wbm / Wmm Surface @0.85 Kg / Sqm 6251.00 Sqm 11 Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1, Grade Confirming To Is: 8887 ) Using Emulsion Pressure Distributor On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom And As Per Clause 503. 12 ( Ii ) Granular Surface Treated With Primes @0.30 / Sqm 12483.0 0 Sqm 13 Dense Bituminous Macadam ( Providing And Laying Dense Bituminous Macadam With Minimum 40- 60 Tpm Capacity Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.0 To 4.5% By Weight Of Total Mix Of And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Par Morth Specification Clause No. 505 Complete In All Respects. ) 14 With Mechanical Paver Finisher 15 For Grading-Ii ( 26.5 Mm Nominal Size Bitumen Content 4.50% ) 312.00 Cum 16 Bituminous Concrete ( Providing And Laying Bituminous Concrete With Minimum 40-50 Tph Capacity Hot Mix Plant Using Crushed Aggregates Of Specified Grading. Premixed With Bituminous Binder @5.0 To 6.0By Weight Of Total Mix Of Mix Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Lavel And Alignment, Rollers To Achieve The Desired Compaction As Par Morth Specification Clauseno.507 Complete In All Respects ) 17 With Mechanical Paver Finisher 18 For Grading-I ( 19 Mm Nominal Size ) With Bitumen 5.5 % 312.00 Cum 19 Providing And Laying Nominal Mix Plain Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Up To Plinth Level Excluding Cost Of Form Work. 20 1:2:4 ( 1 Cement :2 Coarse Sand:4 Graded Stone Aggregate 40 Mm Nominal Size 6.00 Cum 21 Providing And Fixing Form Work Including Centering, Shuttering, Strutting, Staging, Propping Bracing Etc. Complete And Including Its Removal At All Levels 22 Wall Of Any Thickness Including Attached Plasters, Buttresses Etc. In Super Structure. 53.00 Sqm 23 Providing And Laying Nominal Mix Plain Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Upto Plinth Level Excluding Cost Of Form Works. 24 1:3:6 ( 1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 40 Mm Nominal Size ) . 35.00 Cum 25 Brick Work With Modular Well Burnt Clay Bricks Of Crushing Strength Not Less Than 35 Kg / Sqcm And Water Absorption Not More Than 20 % In Foundation And Plinth In: 26 Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand ) 89.00 Cum 27 Providing And Making 12 Mm Thick Cement Plaster Of Mix: 28 In Cement Mortar 1:4 ( 1 Cement :4 Fine Sand ) 178.00 Sqm 29 Providing And Making 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 30 In Cement Mortar 1:4 ( 1 Cement :4 Fine Sand ) 178.00 Sqm 31 Distempering With Acrylic Washable Distemper To Give An Even Shade. 32 On New Work ( Two Or More Coats ) 355.00 Sqm 33 Providing And Fixing Chain Link Fencing Made Of 100 Mm Gi Pipe With 2” X 2” Of 8 Swg Of Dip Galvanized Chain Link Fixed With Split Line / Wire For Tighting Angle Iron And Frame Size 2.40 X 2.40 Mtr. Complete With All T & P ( Openable ) 892.00 Sqm 34 Providing And Construction Of R.C.C. Storage Tank Sump Well Of 100000 Ltr Capacity Complete Including All Excavation And Earth Work. 1.00 Each Disposal Of Surplus Soil To Distance 500 Mt At Least Or As Desired By Engineer-Incharge And To His Satisfaction One Maintenance Man Hole Cover And Iron Ladder To Be Provided Area Of Tank ( Outer Size 9.9 X 3.90 X 3.4 ) 35 Construction Of Pump House With Brick Masonry Rcc Roof Slab, Kota Stone Flooring, Door And 2Nos.Grilled Window Including Plaster Painting & Internal Electrification All As Per Drawing And A Security Light ( Inner Size 4.00 X 4.00 And Height 3.00 Meter. 1.00 Each 36 Constructing Of Rcc Drain ( Including The Pcc Base, Rcc, Plaster 6Mm 1:4& Shuttering Etc. Complete In All Respects ) Excluding Cost Of Cover And Plaster .Size Of 0.45 M Wide With Variable Depth Design And Drawing To Be First Got Approved Minimum Of Reinforced Cement Concrete M-25 Grade Concrete Inside Surface Plastered Smooth Neat Cement Finish, Along With Side Of The Synthetic Hockey Surface, Where Not Provided Or At The Sides Where Extension Of The Hockey Surface Has Been Done Including Connection Of The Drain With The Main Drainage System For Ensuring Easy Drainage Of Water Including Excavation To The Satisfaction Of Engineer In Charge. 828.00 Rmt. 37 Providing And Fixing Precast Drains Cover Size 690 Mm X 60 Mm ( M-20 Grade Concrete ) With Proper Fixing Top Of The Drain So That Of The Cover Lies 10 Mm Below The 828.00 Rmt. Synthetic Hockey Surface For Easy Drainage Of Water As Per The Design And Sample Approved By Engineer-Incharge. 38 Tube Well Boring Approximate 150 Meter Deep, 5Hp, Electric Pump Of Approved Make To Deliver The Required Water Pressure, Along With Required Electrical Installations And Connection Pipe Etc. Complete. 1.00 Each 39 Supply And Installation Of Fully Computerised Automatic And Single Key Operation With 6 Pop Up Sprinkler System Having A Radius Of 41 M At 6 Bar Pressure With 20 Mm Nozzle And 11.22 Lps Discharge Of Water Specifically Designed Vp2 “Perrol, Gemmany” Or Eqalent For Synthetic Sports Hockey Surface Including All Their Fittings And Accessories Hdpe Pipe Dia 150 / 110 Mm Class Pe 100 Grade 12.5 Kg / Cum 2.Minimum 2 Sprinkler Should Work At Time. 1.00 Each 40 Supplying And Installation Of 50H.P. Coupled Pumping Set With Electronic Controller Make Life Ground For Ksb Calama Etc. Of Equivalent Making Connections Suitable For T.W / D.C.B. / Open Well. The Job Includes Screwing And Welding Of Flanges Of Gi B-Class Riser Pipes, Installation Of Complete Fittings And Accessories With Riser Pipes, Jointing Of Electrical Cable And Other Connections Layout Of The Same Along With Details Of Product Is To Be Got Approved By Engineer. 1.00 Each 41 Supplying Fih Approved 6389.00 Sqm Global Category Synthetic Hockey Surface With Polyethylene Fibre And Cast In Situ Shock Pad Laying Jointing And Fixing The Same On The Bituminous Sub Base As Per The Fih Requirements And Laying Of Synthetic Grass As Per Specification Of The Global Category Fih Completion Including All Making On The Surface As Per Fih Rules And Standard Etc. Complete As Per The Instructions Of The Engineers -In -Charge. 42. Supplying And Fixing Of Aluminium Goal Post Of Fih Approved Drawing And Design Including All Fitting And Net

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