Providing Road Safety Items Bhuna To Tohana Road Km 0 To 28.30 In Fatehabad Distt., Fatehabad-Haryana

Providing Road Safety Items Bhuna To Tohana Road Km 0 To 28.30 In Fatehabad Distt. - 1 Providing And Fixing Of Shoulder Mounted Sign Boards Of Various Sizes Using Non-Metallic Micro Prismatic Retro Reflective Sheet Conforming To Irc: 67-2012 Type Iv Hip Specification Fixed On 3 Mm Thick Aluminum Composite Panels As Base Board With Pressure-Sensitive Adhesive Having 0.5 Mm Thick Aluminum On Both Sides Supported On Mild Steel Pipe Pst 80 Mm Nb Medium Class 4 Mm Thick Embedded M-20 Grade Concrete Foundation Of Size 450 Mm X 450 Mm X 600 Mm, Complete As Per Drawings, Technical Specifications And As Directed By Engineer-In-Charge. N900 Mm Equilateral Triangle 2 600 X 450 Mm Rectangular 3 900 Mm Circular 4 600 Mm Circular 5 Providing & Fixing Retro Reflective Hazard Marker Confirming To Irc79: 1981 Of Size 900 X 300 Mm With Back Support Of M. S. Angle 25 X 25 X 3 Mm And Post Of 50 X 50 X 5 Mm, 1500 Mm High Embedded Into 0.3 X 0.3 X 0.3 M M20 Grade Concrete As Per Site Requirements, Using Non-Metallic Micro-Prismatic Retro Reflective Sheet Confirming To Irc: 67-2012 Type Iv Specification Fixed On 3 Mm Thick Aluminium Composite. Material Sheet As Base Board With Pressure Sensitive Adhesive Having 0.5 Mm Thick Aluminium On Both Sides. 6 Construction Of Speed Breaker Nproviding And Laying Tack Coat With Bitumen Vg-10 Grade Pressure Distributor At The Rate Of 0.30 Kg. Per Sqm. On The Prepared Bitumen / Granular Surface Cleaned With Mechanical Broom Including Cost Of Bitumen As Per Clause No.503 ( 5Th Edition ) 2013 As Per Mort&H Specification ( N.S. ) 7 Providing & Laying 30 Mm Thick Compacted Bituminous Concrete ( Bc ) In One Layer With 100-120 Tph Batch Type Hot Mix Plant And With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And With Pneumatic Tyred Roller Of 12 To 15 Tonne Weight With A Tyre Pressure Of At Least 0.56 Mpa And Tandem Rollers To Achieve The Desired Compaction As Per Clause No. 507 Mort&H Specification ( 5Th Revision ) 2013 For Road And Bridge Works ( 5Th Revision ) 2013 Using Minimum 5.4% To Bitumen Grade Vg-30 As Binder Content By Weight Of Total Mix, Complete In All Respects Including Cost Of Bitumen Instruction Issued From Time To Time By Mort&H Regarding Machinery & Bitumen Will Be Followed Strictly. The Use Of Self Propelled Mechanical Paver Fitted With Electronic Sensor Device Conforming To Mort&H Specification In Mandatory. Nif Bitumen Required More Than 5.4% As Per Job Mix Formula No Extra Payment Will Be Made, Extra Bitumen Required Will Be Considered As Incidental To Work. Nnote: - Where There Is Only Bc On Existing Black Top ( Without Doing Dbm ) , Cracks Shall Be Sealed As Mort&H Specification 5Th Revision Clause No. 3004.3, Which May Consists Of ( I ) Fog Seal / Or ( Ii ) Crack Filling And Or ( Iii ) Patch Work Repair As Required At Site In Accordance With Clause No. 3004.3.2, 3004.3.3 And 3004.2 Of Mort&H Specification 5Th Revision Respectively. Proper Measurement And Consumption Shall Be Entered In Mb For Cracks Sealed But No Payment On This Account Shall Be Made As Crack Filling Is Incidental To Work. Nnote: - Before Carrying Out Bituminous Work, Coating & Stripping Of Bitumen Aggregate Mix Is To Be Performed In Accordance With Is-6241. If Coating And Stripping Of Bitumen Aggregate Mix Is Less Than 95% Anti-Stripping Agent Will Be Used By Contractor. The Anti-Stripping Agent Should Conform To The Requirement As Stipulated In Is 14982:2017. The Cost So Incurred Will Be Considered As Incidental To Work And Noting Extra Shal Be Payable. The Type And Brand Of Anti-Stripping Agent Along With Procedure Shall Be Approved By Se-In-Charge In Writing Before Start Of Work. A Proper Record Of Results Be Maintained And Same Shall Be Submitted Along With Bills By The Contractor. 8 Providing & Marking Center Line / Side Line 2.5Mm Thick ( Minimum ) With Hot Applied Thermo-Plastic Road Marking Paint 10 Cms Wide / 15Cm Wide Complete In All Respect Such As Furnishing All Labour, Materials, Tolls Equipments Including All Incidental Costs Necessary For Carrying Out In Work At Site Confirming To The Technical Specification As Clause No. 803 Of Mort&H Specification For Road And Bridge Works ( 5Th Revision ) Of 2013 / Latest Edition. Each Container Of The Thermoplastic Material Shall Have The Name Trademark Or Other Means Of Identification Of Manufacturer, Batch Number, Date Of Manufacture Color Maximum Application Temperature And Maximum Heating Temperature. The Thermoplastic Paint Material Shall Be Of Asian Paint-Apcomark / Berger-Sigmarc / Prismo. The Glass Beads Shall Be Of Potters / Sovitec / Fleolite. The Thermoplastic Material Shall Be Sampled And Tested In Accordance With Appropriate Astm / Bs Method. The Contractor Shall Furnish To The Engineer-In-Charge A Copy Of Certified Test Reports From The Manufacturer Of The Thermoplastic Material Meet All Requirement Of The Specifications. The Reflectorzing Glass Beads Shall Meet The Requirement Of Clause 803.4.2 And Test Methods Mentioned In Clause 803.4.2.4 Shall Be Meticulou8sly Followed. The Minimum Thickness Specified Is Exclusive Of Surface Of Glass Beads .The Method Of Thickness Measurement Shall Be In Accordance With Appendix B And C Of Bs:3262 ( Part-3 ) . Nnote:- Before Start Of Work The Contractor Shall Give Brand , Batch No. , Manufatcruing Date Of The Material To Be Used And Get Approved The Same From Engineer-In-Charge Before Use.

INR 5000 /-

INR 60000.0 /-

INR 30.20 Lakhs /-

Name of Work: Providing Road Safety Items Bhuna to Tohana Road Km 0 to 28.30 in Fatehabad Distt.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3 mm thick Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides supported on Mild steel pipe pst 80 mm NB medium class 4 mm thick embedded M-20 grade concrete foundation of size 450 mm x 450 mm x 600 mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge.\n900 mm Equilateral Triangle	BI01010001010000000000000515BI0100001113	144	Each
2	1.01	600 x 450 mm rectangular	BI01010001010000000000000515BI0100001114	182	Each
3	1.02	900 mm Circular	BI01010001010000000000000515BI0100001115	16	Each
4	1.03	600 mm Circular	BI01010001010000000000000515BI0100001116	32	Each
5	2	Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides.	BI01010001010000000000000515BI0100001117	30	Each
6	3	Construction of Speed Breaker\nProviding and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.)	BI01010001010000000000000515BI0100001118	220	Sqm (Per Square Metre)
7	4	Providing & Laying 30 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPA and tandem rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. \nIf bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.\nNote: - Where there is only BC on existing black top (without doing DBM), cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.\nNote: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95% anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shal be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-In-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor.	BI01010001010000000000000515BI0100001119	15.4	Cum (Per Cubic Metre)
8	5	Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulou8sly followed. The minimum thickness specified is exclusive of surface of glass beads .the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). \nNote:- Before start of work the contractor shall give brand , batch no. , manufatcruing date of the material to be used and get approved the same from Engineer-In-Charge before use.	BI01010001010000000000000515BI0100001120	1245.6	Sqm (Per Square Metre)