Tender For Kg Road To Koppalavandlapalli Via Kamalamarriof Galiveedu Mandal Of Ysr Kadapa District., galiveedu-Andhra Pradesh

Tender For Kg Road To Koppalavandlapalli Via Kamalamarriof Galiveedu Mandal Of Ysr Kadapa District. ; 2 Road Portion 3 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201 Mord . Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Chargesetc., Complete. 4 Scarifying Existing Granular Surface To A Depth Of 50 Mm And Spreading Scarified Material In Uniform Layers With Tractor Grader And Compacting Withvibratory Roller To Achieve Thedesired Density As Per Technical Specification Clause 301.4. Mord , Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete. 5 Construction Of Embankment With Approved Materials Deposited At Site From Roadway Cutting And Excavation From Drain ( Not Exceeding 0.6 M Depth ) And Foundation Of Other Structures Including Breaking Clods, Ramming, Spreading, Sectioning, Grading Compacting With Vibratory Roller 80-100Knto Omc Compaction Including To A Top Width Of 7.5M And Raising To Required Heightcomplete Etc.As Perrequirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 Mord Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. 6 Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing Thematerial With Water At Omc In Mechanical Mixer ( Pug Mill ) , Carriage Of Mixed Material By Tipper To Site, Layingin Uniform Layers In Sub-Base / Base Course On A Well Prepared Sub-Base And Compacting With Vibratory Roller 80-100 Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400.11 & 400.12 And Technical Specification Clause 406 Mord, Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete 7 Providing And Applying Primer Coat With Cationicbitumen Emulsion ( Css-1 ) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502 Mord ( For Use On Wet Mix Macadam & Wbm ) , Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Completefor Prime Coat 8 Providing And Laying Surface Dressing , For 1St Coat Using 13.2 Mm Nominal Size Irc Hbg Machine Crushed Stone Aggregates @ 0.010 Cum / Sqm On A Layer Of Bitumen Binder Of 60 / 70 Grade @ 1.00 Kg / Sqm Laid On Prepared Surface And Rolling With 8-10 Tpower Road Roller Etc., Complete For Finished Item Of Work As Per Mord Specification 506 / 507And As Directed By The Engineer-In-Charge. Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete 9 Providing And Laying Surface Dressingsecond Coat ( With Pre Coating Of Chips With 1 % Of Paving Bitumen By Weight Of Chips In A Suitable Mixer Duly Heated To 160 Degree C As Per Techical Specification Clause 507.2.5 ) Using 9.5Mm Nominal Size Irc Hbg Machine Crushed Stone Aggregates @ 0.008 Cum / Sqm On A Layer Of Bitumen Binder Of 60 / 70 Grade @ 1.00 Kg / Sqm Laid On Prepared Surface And Rolling With 8-10 Tpower Road Roller Etc., Complete For Finished Item Of Work As Per Mord Specification 506 / 507And As Directed By The Engineer-In-Charge. Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete 10 Construction Of Shoulders By Providing Selected Earth Having Minimum Cbr Of 10%, Mdd Not Less Than 1.85 G / Cc With Ll & Pi Not More Than 40% And 20 Respectivelyand Spreading In Uniform Layers With Tractor Grader On Prepared Surface, And Compacted At Omc Withvibratory Roller 80-100 Kn To Meet Requirement Of Table 300.2 With As Per Technical Specification Clause 303 & 407 Mord, By Using Machinery Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. 11 Construction Of 2V- 1000 Mm Dia. Pipe Culvert In Km 6 / 0 12 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth, Including Contractors Profit & Over Head Charges, But Excluding Gst Etc., Complete- For Foundations 13 Fillingin Foundation Trenches / Pipe Bedding With Sand As Per Drawing And Technical Specification Clause 305.3.9 Mord & 304 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete. 14 Providing Concrete For Plain Concrete M 10Grade In Open Foundations Using 40 Mm Nominal Size Graded Hard Stone Aggregate ( Hbg ) , Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Mord And 1500, 1700 & 2100 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete For Levelling Course 15 Plain Cement Concrete M 15 Grade Using 40, 20 & 10Mm Metal ( Hbg ) Mechanically Mixed In Foundation Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1203 Mord And 1500, 1700 & 2200 Morth , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete- For Head Walls Of Pipe Culverts & Footings Of Slab Culverts 16 Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granularmaterial Includingfixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Wall And Parapets. Tech Specification Clause 1101.6 Mord , Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete - 1000Mm Dia Rcc Np3 Pipes - For Pipe Culverts 17 Road Furniture 18 Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 Mord / 804 Morthincluding Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete For5th Kilometre Stone ( Precast ) 19 Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 Mord / 804 Morthincluding Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete For5th Kilometre Stone ( Precast ) For Ordinary Km Stone 20 Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 Mord / 804 Morthincluding Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete For5th Kilometre Stone ( Precast ) For 200 M Stone 21 Providing & Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Secifications And Drawing.Three Alluminium Composite Material As Per Drawings, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mmx5mm Size On Black On Edges.The Lower Plate Will Be Welded With Ms Angle Iron Frame Of Lower Most Plate And Flate Iron Frame Of Middle Plate Will Be Welded To 2 Nos 75Mmx75mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cc M15 Grade Blocks Of 450Mmx450mmx600mm, 600Mm Below Ground Level.The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mmx47mm Of 12 Swg Sheet Plate Tube.All Ms Will Be Stove Enmeled On Both Sides.Lettering And Paining Of Superior Quality In Required Shede And Colour.All Sections Of Framed Posts And Sheet Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 If Mord Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete 22 Providing And Fixing Of Maintenance Information Board As Per Irc:67 Made Oftype Retro Reflective Sheeting Vide Clause 1701.2.3 Mord / 801.3 Morthfixed Over Alluminium Composite Material Of 4Mm Thicknessand Size Of 900 X 1500 Mmon A Frame Made Up Of 25X25x6mm Thick Ms Angles And 25X 5Mm Ms Flatsand Welded To Welded Ms Flat Iron Plates 50 X 5 Mm Size On Back And Welded To 75 Mm X 75Mm X6mm Ms Hallow Squar Tube Frame Of Height 3.00M As Per The Drawing And Painted With Ready Mixed Syntheticenamel Paint Of Superiorquality In Required Shade And Colour, Lettering , Colour, Band, Diagrams, Specifications Etc., Complete As Per Mord Specifications.The 75Mm Dia Steel Tubes Welded With 50 X 50X 6 Mm Angle Iron Hold Fasts Of 225 Mm Long At Bottom And Painted With Primer And Two Coats Of Epoxypaint And Embedded In To Cement Concrete M15 Grade Of Size 600 X 600 X 750 Mm, 600 Mm Below Ground Level As Per Mord Specifications Clause 1701 Including Over Head Charges & Contractors Profit But Excluding Gst & Seigniorage Charges Etc., Complete. 23 Providing And Fixing Of Citizen Informationboard As Per Mord Specifications And Drawings. The Board Will Be A Composite Unit Consisting Of 2 Ms Plates Of 1.6 Mm ( 16Swg ) Thickness And Size Of 900 X 750 Mm Welded Over Welded Ms Flat Iron Plates 50 X 5 Mm Size On Back And Welded To 75 Mm3.65 Mm Thick ( B Class ) Steel Tube Frame Of Height 3.05M As Per The Drawingand Painted Colour, Lettering, Colour, Band, Diagrams, Specifications. The 75Mm Dia Steel Tubes Welded With 50 X 50X 6Mm Angle Iron Hold Fasts Of 225 Mm Long At Bottom And Painted With Primer And Two Coats Of Epoxy Paint And Embedded In Tocement Concrete M15 Grade Of Size 600X600x750 Mm, 600Mm Below Ground Levelas Per Mord Specifications Clause 1701 Including Over Head Charges & Contractors Profit, Etc., Complete 24 Providing & Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Secifications And Drawing.Three Alluminium Composite Material , Top And Bottom Plate Duly Revited With Ms Flat Iron 25Mmx5mm Size On Black On Edges.The Lower Plate Will Be Welded With Ms Angle Iron Frame Of Lower Most Plate And Flate Iron Frame Of Middle Plate Will Be Welded To 1 Nos 75Mmx75mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cc M15 Grade Blocks Of 450Mmx450mmx600mm, 600Mm Below Ground Level.The Top Most Diamond Plate Andbottom Plate Will Be Made With 25Mmx25mmx5mm Ms Angles Andwelded Ms Tube Tube.All Ms Painted Epoxy On Both Sides.Lettering And Paining Of Superior Quality In Required Shede And Colour.All Sections Of Framed Posts And Sheet Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 If Mord Including Contractors Profit & Over Head Charges, But Excluding Gst And Seigniorage Etc., Complete Logo Board With Every 2 Km 25 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Mord Fixed Over Aluminium Sheeting 1.50 Mm Thick Supported On A Mild Steel Iron Post 75Mmx75 Mm X6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Cement Concrete 450Mm X450mmx600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701 Mord Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. Triangular 600X600 26 Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Mord Fixed Over Aluminium Sheeting 1.50 Mm Thick Supported On A Mild Steel Iron Post 75Mmx75 Mm X6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Cement Concrete 450Mm X450mmx600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701 Mord Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. 27 Pavement Markings With Hot Line Applied Thermo Plastic Compound 2.50 Mm Thick Including Reflecting Glass Beads At 250 Gms / Sqm, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass Beads For Providing Centerline Marking 300 Cms Length And 10Cm Width With A Gap Of 450 Cms Including Cost And Convenyace Of All Materialsequipment Machinary And Labour With All Leads And Lifts Loading And Unloading Charges Necessary For Sucessful Completion Of Work As Directed By The Engineer-In-Charge And Confirming To Is 164 - 1981 ( 1St Revison Reaffirmed In 1986 ) And Clause 803 Of Most Specification For Roads And Bridge Works And Also Confirming To Irc 35 -1997 Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. 28 Supply And Installation Of Hazard Markers Using M.S. Angle Of Size 55X55x6mm And 120 Cm High Above Ground Level Painted With Two Coats Of Black & White Stripes Of 15Cm Wide With First Quality Synthetic Enamel Paint Over One Coat Of Appropriate Primer Of Approved Brand, Colour, With 30Cm X 90Cm Retro Reflective Sheeting Type Iii / Iv Of Yellow Colour Fixed At Top Over 1.5Mm Aluminium Sheet With Standard Supports Consisting Of Alternately Black And Yellow Stripes, With Black Stripes In Screen Printing Sloping Downward At An Angle Of 45Degree Towards The Side Of The Obstruction On Which The Traffic Is Pass And Buried In To The Ground In A Trench Of Size 30Cm X 30Cm, And 50Cm Depth Filled With Cc 1:2:4 Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Lead And Lifts, Loading And Unloading Charges Necessary For Successful Completion Of Works As Directed By The Engineer-In-Charge And Conforming To Irc 79-1981 & Morth Specification No. 805 And Approved Drawings Etc., Complete For Finished Item Of Work Including Cost And Conveyance Of All Materials, All Labour Charges, Over Head Charges & Contractors Profit But Excluding Gst And Seigniorage Charges Etc., Complete For Finished Item Of Work. At Culverts 29 Supplying & Fixing Of Moulded Shanks Raised Pavement Markers Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No. Rw / Nh / 33023 / 10-97 – Do Iii Dt 11.06.1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 100 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 + / - 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, ( Of Diameter Not Less Than 19 + / - 2 Mm And Height Not Less Than 30+ / - 2 Mm ) From The Body Is To Be A Minimum Value Of 700 Kgf. Fixing Will Be By Drilling Holes On The Road For The Twin Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturer’S Recommendation And Complete As Directed By The Engineer-In-Charge Including Cost And Conveyance Of All Materials, All Labour Charges,

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	21-Dec-2023	Corrigendum on EMD	Other	28-12-2023

Refer document

INR 238870.0 /-

INR 1.11 Crore /-

Name of the Work: Package.No.AP04PIIIGLV02-MRL08-KG Road to Koppalavandlapalli via Kamalamarriof Galiveedu Mandal of YSR Kadapa District" Est.Cost of Rs.139.50 Lakhs + Mtc., Rs.9.04 Lakhs.

Sl. No.	Item Description
1	KG Road to Koppalavandlapalli via Kamalamarriof Galiveedu Mandal of YSR Kadapa District.
2	Road Portion
3	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete.
4	Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting withVibratory Roller to achieve thedesired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.
5	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KNto OMC compaction including to a top width of 7.5m and raising to required heightcomplete etc.as perrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
6	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
7	Providing and applying primer coat with cationicbitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., completefor Prime Coat
8	Providing and laying surface dressing ,for 1st coat using 13.2 mm nominal size IRC HBG machine crushed stone aggregates @ 0.010 cum / sqm on a layer of bitumen binder of 60/70 grade @ 1.00 kg / sqm laid on prepared surface and rolling with 8-10 TPower Road Roller etc., complete for finished item of work as per MoRD Specification 506/507and as directed by the Engineer-in-charge. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
9	Providing and laying surface dressingsecond coat ( with Pre coating of Chips with 1 % of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per techical specification clause 507.2.5) using 9.5mm nominal size IRC HBG machine crushed stone aggregates @ 0.008 cum / sqm on a layer of bitumen binder of 60/70 grade @ 1.00 kg / sqm laid on prepared surface and rolling with 8-10 TPower Road Roller etc., complete for finished item of work as per MoRD Specification 506/507and as directed by the Engineer-in-charge. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
10	Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectivelyand spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC withvibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
11	Construction of 2V- 1000 mm dia. Pipe culvert in KM 6/0
12	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
13	Fillingin foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
14	Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course
15	Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts
16	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes - For Pipe Culverts
17	Road Furniture
18	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast)
19	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) for Ordinary KM Stone
20	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) for 200 M Stone
21	Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing.Three Alluminium Composite Material as per Drawings, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges.The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube.All MS will be stove enmeled on both sides.Lettering and paining of superior quality in required shede and colour.All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
22	Providing and fixing of Maintenance information board as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4mm thicknessand size of 900 x 1500 mmon a frame made up of 25X25X6mm thick MS angles and 25x 5mm MS Flatsand welded to welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow squar tube frame of height 3.00m as per the drawing and painted with ready mixed syntheticenamel paint of superiorquality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxypaint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete.
23	Providing and fixing of Citizen informationboard as per MoRD specifications and drawings. The board will be a composite unit consisting of 2 MS plates of 1.6 mm (16SWG) thickness and size of 900 x 750 mm welded over welded MS Flat iron plates 50 x 5 mm size on back and welded to 75 mm3.65 mm thick (B class) steel tube frame of height 3.05m as per the drawingand painted colour, lettering, colour, band, diagrams, specifications. the 75mm dia steel tubes welded with 50 x 50x 6mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in tocement concrete M15 grade of size 600x600x750 mm, 600mm below ground levelas per MoRD specifications clause 1701 including over head charges & contractors profit, etc., complete
24	Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing.Three Alluminium Composite Material , top and Bottom plate duly Revited with MS flat iron 25mmx5mm size on black on edges.The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 1 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level.The top most diamond plate andBottom Plate will be made with 25mmX25mmX5mm MS Angles andwelded MS tube tube.All MS painted Epoxy on Both sides.Lettering and paining of superior quality in required shede and colour.All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete Logo board with every 2 Km
25	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. Triangular 600x600
26	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
27	Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
28	Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. at Culverts
29	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,