Tender For Certain Repairs To Approach Roads Of Otm And Md Installations Under Ge (Utilities) Udhampur., udhampur-Jammu And Kashmir

Tender For Certain Repairs To Approach Roads Of Otm And Md Installations Under Ge ( Utilities ) Udhampur.; 1 Repair To Pot Holes Any Depth, Not Exc 1 Sqm Each Including Sweeping Free Fromdirt And Mud Of Water Sunken Surface In Roads, Paths Etc. Cutting Around Edges To At Least 25Mm In Depth Making Good By Appling Tack Coat On Bituminous Surface With Cationic Bitumen Emulsion Rs-1 Grade Conforming To Is:8887 @ 5 Kg Per Ten Square Metre, Putting In Pre-Mixed Bituminous Macadam, Well Rammed And Sealed With Binder 9.8 Kg Per 10 Sqm, Binded With 0.09 Cum Of Stone Chippings, 6.3 Mm Size And Again Well Rammed ( Including Supply Of Premixed Macadam, Binder And Chippings ) , Depth Of Pot Holes Exc 30 Mm Complete, All As Specified And As Directed By The Engr-In-Charge. 2 Preparing Existing Black Top Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc., Sweeping With Brooms And Finally Fanning The Cleaned Surfaces With Compressed Air To Remove All Loose Dirt Etc., And Applying Evenly A Tack Coat On Existing Black Top Surfaces With Bitumen Vg-30 Paving Grade @ 5 Kg Per Ten Square Metre And Including Bituminous Premix Asphaltic Semi Dense Concrete 30Mm Consolidated Thickness With 5.5% Paving Bitumen Using Bitumen Vg-30 Paving Grade ( 50 -70 Penetration ) Binder Content By Weight Of Total Mix Rolled And Compacted To Required Camber And Gradient, Complete, All As Specified And As Directed By The Engineer-In-Charge. 3 Premix Bituminous Macadam With 4% Paving Using Bitumen Vg-30 Paving Grade ( 50 -70 Penetration ) Bitumen Binder, Laid / Rolled And Compacted To Required Gradient And Camber ( Consolidated Thickness Upto Maximum 75Mm ) , Complete, All As Specified And As Directed By The Engineer-In-Charge.Note: Repair To Pot Holes Any Depth Not Exc 1 Sqm Each Depression In Patch Over 50Mm, Shall Also Be Carried Out Under This Item. 4 Note For Item No. 1 To 3 : ( A ) Preparation Of Mix In Hot Mix Plant, Spreading By Self Propelling Mechanical Paver And Rolling And Compaction By Set Of Rollers As Specified In Particular Specifications Shall Be Carried Out.Hot Mix Plant May Be Installed At Any Distance But The Contractor Shall Be Responsible For Maintaining The Required Temperature Of Mix Under All Conditions Till It Is Laid And Compacted.Unit Rate Against These Items Shall Include For Carrying Out The Works With Deployment Of These Machinery For Which Nothing Extra Shall Be Payable And No Delay In Completion Of Work Shall Be Acceptable On This Account. ( B ) To Achieve Marshal Stability Of 1050 Kn And All As Per Ssr Part-I Clause No. 20.B.4. ( C ) If Qty Of Binder Contents Is Less Than The Qty As Specified In Respective Items Of Boq, It Shall Be Adjusted At Supply Only Rates Of Paving Bitumen @ Rs 60.00 Per Kg And If Qty Of Binder Contents Is More Than The Qty As Specified In Respective Items Of Boq No Adjustment Shall Be Made. 5 Making Trip Straight Line, Zebra Crossing And Stop Lines Not Less Than 2.0 Mm Thick With Hot Applied Thermoplastic Road Marking Paint Of Approved Brand ( White Or Yellow ) Including Admixture Layer Of Glass Beads Confirming To Bs-6088 And Most Specification By Using Automatic Mechanical Road Marking Machine Including Cleaning Of All Dirt, Scales Oil, Grease And Foreign Material Etc. Complete, All As Specified And As Directed By The Engineer-In-Charge.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	06-Dec-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	13-12-2023
2	13-Dec-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	18-12-2023

INR 500 /-

INR 40300.0 /-

INR 20.15 Lakhs /-

Name Of Work : CERTAIN REPAIRS TO APPROACH ROADS OF OTM AND MD INSTALLATIONS UNDER GE (UTILITIES) UDHAMPUR

Sl. No.	Item Description
1	Repair to pot holes any depth, not exc 1 sqm each including sweeping free fromdirt and mud of water sunken surface in roads, paths etc. cutting around edges to at least 25mm in depth making good by appling tack coat on bituminous surface with cationic bitumen emulsion RS-1 grade conforming to IS:8887 @ 5 Kg per Ten Square Metre, putting in Pre-mixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, binded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exc 30 mm complete, all as specified and as directed by the Engr-in-Charge.
2	Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with compressed air to remove all loose dirt etc., and applying evenly a tack coat on existing black top surfaces with bitumen VG-30 paving grade @ 5 Kg per Ten Square Metre and including Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with 5.5% paving bitumen using bitumen VG-30 paving grade ( 50 -70 penetration) binder content by weight of total mix rolled and compacted to required camber and gradient, complete, all as specified and as directed by the Engineer-in-Charge.
3	Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade ( 50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75mm), complete, all as specified and as directed by the Engineer-in-Charge. Note: Repair to pot holes any depth not exc 1 sqm each depression in patch over 50mm, shall also be carried out under this item.
4	Note for item No. 1 to 3 : (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out.Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted.Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account. (b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 60.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made.
5	Making trip straight line, zebra crossing and stop lines not less than 2.0 mm thick with hot applied thermoplastic road marking paint of approved brand (white or yellow) including admixture layer of glass beads confirming to BS-6088 and MOST specification by using automatic mechanical road marking machine including cleaning of all dirt, scales oil, grease and foreign material etc. complete, all as specified and as directed by the Engineer-in-Charge.