Tender For Special Repair Of Road Inside Csd Depot Under Ge West At Lucknow, lucknow-Uttar Pradesh

Tender For Special Repair Of Road Inside Csd Depot Under Ge West At Lucknow; 1 Excavation In Trenches Not Exc. 1.50 M Wide And Not Exc. 1.50 M In Depth For Foundation Etc. Or For Manholes, Cesspits, Shafts Etc. Not Exc. 10 Sqm On Plan And Getting Out In Hard / Dense Soil Complete All As Specified And Directed. 2 Excavation In Trenches Not Exc. 1.50 M Wide And Exc. 1.50 M But Not Exc. 3.0 M In Depth For Foundation Etc. Or For Manholes, Cesspits, Shafts Etc. Not Exc. 10 Sqm On Plan And Getting Out In Hard / Dense Soil Complete All As Specified And Directed. 3 M & L For Providing Plain Cement Concrete, Type C-2, 1:3:6 ( Using 40 Mm Graded Stone Aggregate ) As In Sub Base Of Floors Including Finishing Surface Even And Rough To Receive The Topping Layer Complete All As Specified And Directed. 4 M & L For Brick Work With Old Size Fly Ash Bricks Straight Or Curved On Plan Exc. 6.00 M Mean Radius Built In Cement Mortar 1:4 Complete All As Specified And Directed. 5 M & L For Providing Plain Cementconcrete Type B-1, 1:2:4, ( Using 20 Mm Graded Stone Aggregate ) , As In Copings, Bed Block For Embedding Hold Fasts, Kneelers, Apex Stones, Bed Plates, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles & Throating As Directed Including Necessary Form Work As Required Complete All As Specified And Directed. 6 S & F Of300mm Bore Reinforced Concrete Pipe Class Np-3 Laid, Jointed With Collars In Neat Cement Slurry Complete All As Specified And Directed. 7 M & L For 15 Mm Thick Rendering On Fair Faces Of Brick Work Or Concrete Surfaces With Cement Mortar 1:4 Finished Even And Fair Complete All As Specified And Directed. 8 Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc. 25 Cm Thick In Each Layer As In Soil Complete All As Specified And Directed. 9 Removing Surplus Excavated Material To Distance Not Exc. 50 M And Depositing Where Directed At A Level Not Exc. 1.50 M Above The Starting Point Complete All As Specified And Directed. 10 Scarifying Or Picking Exc 50 Mm And N Exc 100 Mm Deep Gravelled, Macadamor Bituminous Macadam Surfaces In Area Exc 400 Sqm Complete All As Specified And Directed. ( Without Down Portion Area ) 11 Excavation Over Areas Not Exceeding 1.5 M Deep And Getting Out In Hard / Dense Soil Complete All As Specified And Directed. 12 M & L For Rolling And Consolidation Formation Surface In Cutting To Requrired Gradient And Camber Including Filling In Depression And Hollow Watering Leavlling Etc Complete Using Power Roller Excedding 8 Tonne And Not Exceeding 12 Tone Capacity Complete All As Specified And As Directed. Note:- Rolling And Consolidating Formation Surface In Cutting To The Required Gradient And Camber Under Optimum Moisture Conditions To Achieve At Lest 98% Of Maximum Dry Density Determined Using Modified Proctor Density Determination Method As Per Relevant Is Code. 13 M & L For Soling ( Or Sub Base ) 150Mm Thick ( Spread Thickness ) Or Querried Stones, Granite Trap Or Basalt Interistices Filled, Surface Formed And Rolled And Consolidated To Required Gradient And Camber Complete All As Specified And As Directed. 14 M & L Forwbm 7.5 Cm Thick ( Compacted Thickness ) With Coarse Aggregate Of Granite, Trap Or Basaltof Grading 2 ( 63 To 40 Mm Size ) For First Layer & Grading 3 ( 50 To 20Mm Size ) For Second Layer, Spread, Rolled & Consolidated To Gradient And Camber As Required Complete All As Specified And As Directed. 15 M&L For 75Mm Thick Dry Lean Concrete ( Dlc ) Design Mix ( M-15 ) In Single Layer With 7 Days Compressive Strength As 10 N / Sqmm With Minimun Cement ( Opc ) Content 250Kg / Cum Of Concrete With Necessary Joints As Per Morth Specification All As Per Irc:Sp-49-1998 Including Form Work If Required And Rolling Complete To Achieve Desired And Strength Complete All As Per Irc:Sp-49-1998 And Rolling Complete To Achieve Desired Density And Strength Complete All As Specified And Directed. Note:- In The Event Of Increase In Cement Content As Per Design Mix Formula, Nothing Extra Shall Be Admissible And Quoted Rates Are Deemend To Include For The Same And Minus Price Adjustment Shall Be Carried Out In Case Of Consumption Of Cement It Less Than Above Said Quantity. 16 M&L For 10Mm Thick Layer Of Sand Including Watering And Rolling Over Dbm And Dlc Etc Complete All As Specified And Directed. 17 M&L For 400 Micron Transparent High Density Polyethlene ( Hdpe ) Film Sheet Grade I Conforming To Is-10889 Laid Over Sand Layer Complete All As Specified And Directed. Note:- ( I ) Side Lap Of 150 Mm And End Lap Of 300 Mm Shall Be Provide Wherver Required. The Rate Quoted Shall Be Deemed Included For The Laps. ( Ii ) Clear Area Only Shall Be Considered For Payment Purpose And Nothing Extra Shall Be Allowed For Laps. 18 M&L For 150Mm Thick Pavement Quality Concrete ( Pqc ) As Per Design Mix Using Crushed Stone Aggregate Having Minimum Field Flexural Strength Of 45 Kg / Sq Cm With Non Cirullar / Tirangular Synthetic Fibre As Per ManufactureS Instructions @0.25% By Weitht Of Cement ( Min Cement Content Shall Be 400 Kg / Cum Using Opc ) Laid To Level Gradient And Camber Spread Paved Compacted & Finished Using Mechianical ( Mechinical Fixed Form Paver ) Including Necessary Form Work Complete All As Specified And Directed. Note:- ( A ) In The Event Of Increase In Cement As Per Design Mix Formula, Nothing Extra Shall Be Admissible And Quoted Rates Are Deemed To Include For The Sameand Minus Price Adjustment Shall Be Carried Out In Case Of Consumption Of Cement It Less Than Above Said Quantity. ( B ) Non-Circular Synthetic Fibers Shall Be Measured And Paid Separately As Supply Only Under Respective Item. ( C ) Design Mix To Be Prepared After Incorporating Fibre. 19 Supply Only Non Circular Synthetic Fibers Of Length 12Mm Specific Gravity 1.31 To 1.41 Uv Stable And Alkali Resistant ( As Per Astm C 1116-02 And Icao Ac 32 ) To Be Used Upto 0.25% By Weight Of Cement Complete All As Manufacturs Specification And As Specified And Directed. 20 M&L For Forming 25 Mm Wide Expansion Joints To Full Depth Of Pavement Concrete Salb As Per Shape And Section Show On Drawing And Primed And Filled With And Including Compressible Closed Cell Permoulded High Perfomance Joint Filler Board And Provision Of Closed Cell Polyethylene Back Up Road 30 Mm Dia, And Top 15 Mm Primed And Sealed With And Using Polyurethance Based Sealling Compound ( Polyethylene Joint Sealant Complying With B55212 & Bs 4254 And En 141875-2003 ( For Hydrolysis Water Resistance Test ) With Suitable Primer As Per ManufacutrerS Recommendation Complete All As Shown On Drawing And Specified And As Directed With Minimum Maf_+ 30 % Complete All As Manufacturs Specification And As Specified And Directed. 21 M & L For Forming Construction Joint 28Mm Deep And 10Mm Wide ( Using Diamomd Cutter ) , Primed And Providing A 12 Mm Dia Polystyrene Back Up Rod / Debonding Strip And Top 15Mm Primed And Sealed Using Polyurethane Based Sealing Compound Complying With Bs5212 & Bs 4254 And En141875-2003 ( For Hydrilysis / Resistance Test ) And Promer Of Specified Make As Per ManufracturS Recommendation Complete With Bullnosing Of Edges Of Front Of Joint N Exc 5Mm Wide All As Specified And Directed. 22 M & L For Forming Dummy Joint 8 Mm Wide And 26 Mm Deep, 02 Coats Of Priming And Providing A Backup Rod Of 10 Mm Dia With Debonding Tape & Top 15 Mm Primed And Sealed With And Using Polyurethane Based Sealing Compound ( Polyurethane Joint Sealant Complying With Bs5212 N Bs4254 And En 141875-2003 ( For Hydrolysis / Water Resistance Test ) Including Intial 3 Mm Wide Saw Cut Upto 97 Mm Depth With Suitable Prime As Per ManufactureS Recommendations Including Minimum Maf 30% ( With Ten Yerars Performances Guarantee ) And Applying Masking Tape After Sealant Sealant Is Applied Complete All As Specified And Diercted. 23 M&L For Pcc 1:3:6 Type C-2 Using 20 Mm Graded Stone Aggregate As In Concrete Bed To Drain Pipe Including Packing Under, And Hunching Against The Sides Of Pipes After They Are Laid And Tested Reinforced Concrete Pipe Class Np3 300 Mm Dia Pipe And Jointed Complete With Collars All As Specified And Directed.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	13-09-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	20-09-2023

INR 500 /-

INR 162250.0 /-

INR 91.50 Lakhs /-