Tender For Construction & Maintenance Pkg. No. Rj06p316 T-13 Bachhamadi To Nh-21 Via Nagla Bartai March, 2023, bharatpur-Rajasthan

Tender For Construction & Maintenance Pkg. No. Rj06p316 T-13 Bachhamadi To Nh-21 Via Nagla Bartai March, 2023--2 Construction Of Reference Bench Mark ( 1 No. ) , Working Bench Mark ( 4 Nos. ) And Near All Drainage Structures And Bridges ( As Per Direction Of Engineer-In-Charge ) , Reference Pillar / Burgees @ 50M Interval On Both Side Of Formation Width Including Marking Of Centre Line, Setting Out Curves, Recording Of Levels, White Washing And Lettering Etc. Complete As Per Mord Specifications Cl. 108. 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 Earlierand 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 Mord Specification Clause 201.By Mechanical Means In Area Of Non-Thorny Jungle 4 Scarifying Old Bituminous Road By Making 50X50mm Furrows Criss-Cross At 1.0 Metre Intervals At 45 Degree To The Center Line Of The Carriageway 5 Excavation For Roadwork In Soil With Hydraulic Excavator Of0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-Sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Mord Specification Clause 302.3 6 Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 50 M As Per Mord Specification Clause 301.5 7 Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Mord Specification Clause 303.1. 8 Construction Of Granular Sub-Base By Providing Well Graded Material, Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site Upto Lead Of 1000M Spreading In Uniform Layers With Tractor Mount Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavatorat Omc, And Compacting With Smoothwheelroller To Achieve Thedesired Density, Complete As Per Mord Specification Clause 401. For Grading I Material 9 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 Smoothwheel Roller Of 80 To 100Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400.11 & 400.12 And Mord Specification Clause 406. Extra Rate For Carriage Of Mixed Material Additional Lead Of 20 Km From In Item 4.9 10 Providing And Applying Primer Coat With Bitumen Emulsion ( Ss-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 Mord Specification Clause 502. Low Porosity 11 Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsiondistributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Mord Specification Clause 503. 12 Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Ofgrading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site With All Leads Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolledto Achieve The Desired Compaction As Per Mord Specification Clause 504.Bitumen ( Vg-30 ) 13 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing Of Aggregate And Plastic Waste Cutting In A Hotmix Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Mord Specification Clause 508. Waste Plastic @ 8% Of Bitumen. Case -Ii By Mechnical Meansbitumen Vg-30 14 Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Mord Specification Clause 510 By Mechanical Means Case - Ii:Type B Bitumen ( Vg-30 ) 15 Supply & Planting Of Shady Plants ( Neem, Peepal, Goolar, Jamun, Imli Or Other Specified ) Along Road Side Including The Following Activities:- 1. Preparation Of Soil Including Cleaning & Removing Of Unwanted Shrubs Removal Of Stones & Garbage. 2. Supply Of Plant At Site Of Two Years Of Age & Height More Than 1.50 Mtr 3. Supply Of Dry Manure ( Farm Yard Manure Organic ) 4. Supply Of Insecticides 5. Digging Of Pits Size 60X60x60 Cms. Including Removal Of Stones. Manuring Application Of Insecticides & Watering At Least 15 Liter Per Plant After Planting. 6. Half Brick Circular Tree Guard In Second Class Bricks, Internal Dia 1.25 Meter And Height 1.20 Meter Above Ground And 0.20 Meter Below Ground, Bottom Two Courses Laid Dry And Top Three Courses In Cement Mortar 1:6 ( 1Cement : 6 Sand ) And The Intermediate Courses Being In Dry Honey Comb Masonry, As Per Design Complete. 16 Construction Of Foundation / Inaugration Pedastal In 23 Cm Thick Brick Masonry In Cm 1:4 Of Size 1.20M X 1.80M Above Ground Level With Adequate Foundation Including Providing And Fixing Of Granite Stone Of Size 0.75M X0.60M With Engraving Letters And Figures, Cement Plaster, White Washing Etc. Complete As Per Direction Of Engineer In Charge. 17 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 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Perdrawings And Mord Specification Clause 801 18 900 Mm Equilateral & Triangle 19 600 Mm Circular 20 800 Mm X 600 Mm Rectangular 21 Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges.The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level.The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube.All M.S. Will Be Stove Enameled On Both Sides.Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour.All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 22 Providing And Fixing Of Pmgsy Logo With Definition Plate ( As Per Mord Design / Drawing ) 2Mm Thick Ms Plate Framed To Angle Iron 40X40x6mmincluding Orange Luminous Colour Paint On Logo, Size Of Diamand Plate 600X600mm Definition Plate 900X250mm Supported On Ms Post Of Angle Iron Of Size 65X65x6mm, 3M Long Stove Enameled Paint With Hold Fastfirmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Mord Specification Clause 1700 23 Providing And Erecting Direction And Place Identification Retro- Reflectorised Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thickwith Areaexceeding 0.9 Sqm Supported On Mild Steel Angle Iron Posts 75 Mm X 75 Mm X 6 Mm, 2 Nos.Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Mord Specification Clause 1701 24 Providing And Erecting Typical CitizenS Information Board As Per Approved Drawing & Specification Of Mord Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 25 Reinforced Cement Concrete M15grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Mord Specification Clause 1703 26 ( A ) 5Th Kilometre Stone ( Precast ) 27 ( B ) Ordinary Kilometer Stone ( Precast ) 28 ( C ) 200 M Stone ( Precast ) 29 Cut Stone Boundary Pillars / Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704 30 Providing And Laying Rounded Hump Type Speed Breakers For Crossing Speed 25 Km / H As Per Irc Design Including Providing And Applying Bitumen Emulsion Tack Coat, Making Speed Breaker In Designed Profile With Bituminous Macadam, Providing Seal Coat Type B For Sealing The Voids And Marking Chequered Pattern With Thermoplastic Paint Complete As Perirc : 99-1988 31 Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make Without Glass Beads Laid On The Road Surface At Temperature 160 C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements. 32 Providing And Erecting Typical Maintenance Information Board As Per Approved Drawing & Specification Of Mord Made Of Ms Sheet Of 1.6 Mm Thick Of Size 900Mm X 1500Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet ( Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm ) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Mord Specification. 33 Providing And Fixing Of Road Stud 100 X 100 Mm Die Cast In Aluminium, Resistant To Corrosive Effect Of Salt And Grit, Fitted With Lense Reflectors, Installed In Concrete Or Asphaltic Surface By Drilling Holes 30 Mm Upto A Depth Of 600 Mm And Bedded In A Suitable Bituminous Grout Or Epoxy Mortar, All As Per Bs:873 ( Part 4 ) 1973. 34 Supply & Fixing Of Mandatory / Regulatory Reflective Sign Board Fixed On 3 Meter Long Angle Iron Of Size 65X65x6 Mm Complete As Per Irc-67-1977 Made Of 2 Mm Thick M.S. Sheet Stove Enamelled Paint And Reflective Symbol. 35 Stop Signs With Definition Plate Size 30X20 Cm 90 Cm Octagon 36 60 Cm Octagon 37 Supply Of Caution Diversion Sign Board Size 1800 X 600 Mm Having Centre Height Of 75 Cm Made Out Or 1.25 Mm Thick M.S. Sheet Duly Framed With Angle Iron Size 40 X 40 X 5 Mm Fixed On Two Moving Wheels And Stands, Made Out Of 75 X 40 Mm Channel Having Two Solid Rubber Wheels Mounted On Ball Bearings, Boards Is Processed In Stoving Enamel Blue And Machine Cut Sheet Reflective Letter And Arrow On One Side And The Other Side Having Arrow Only Complete In All Respect. 38 Supplying & Fixing Route Marker Reflective Sign Boards Consisting Of Shield Marked On M.S. Flat 14 Gauge Of Size 40 X 60 Cm And Definition Plate Of 30 X 25 Cm, 14 Gauge, Fixed On Mild Steel Posts Of T Iron Or Angle Iron For Nh / Sh : 39 Supplying Of Men At Work Sign Board ( Folding Type ) Made Of 1.25 Mm Thick M.S. Sheet Size 900X900x900 Mm Painted In White Stove Enamelled Paint And Reflective Machine Cut Sheet Men’S Emblem And Letter Men At Work In Red Colours And Additional Attachment Of Size 150X900 Mm Plate For Gang Number And Name With White Stoving Enameled Back Ground Both Plates Are Fixed On A Folding Stand Of M.S. ( Heavy ) Steel Tube Of Size 13.2 Mm Outer Dia As Per Is-1239 ( Part-I ) 1979 Duly Painted In Grey Colour And Both The Plates Are Painted On Back Side In Grey Enamel Paint. 40 P & F Delinator With 30 Cm. Outer Dia Rcc Hume Pipe Np-2 ( As Per Is-458 / 1971 ) Pipe 1. Om. Long 40 Cm Embedded In Cement Concrete ( 1:4:8 ) Block Of Size 50X50x40 Cm. Including Excavation Upto 40 Cm Depth. The Inside Of Pipe Shall Be Filled With C.C. ( 1:4:8 ) Stone Grit Max Size 20 Mm Or Less Upto The Top With Semi Circular Humping. The Pipes Shall Be Painted White / Black With Enamel Paint With Red Dots Two Nos. On Each Side 41 Supplying Of Cat’S Eye Made Of Aluminium Alloy Size 75X100x22 Mm Having 21 Biconvex Lenses Embedded In Circular Disk Of Abs Plastic On Each Side. 42 Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 85 Cm Above Road / Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Space Of Channel Section 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 43 Supply Of Chevron Sign Of Size 75X60 Cm Made Out Of Aluminum Sheet 2 Mm Thick With Fixing Provision On M.S. Angle Iron Post 50X50x6 Mm 3 M Long Screwed With Stainless Steel Nut Bolts Of 8 M Dia, Plate Is Covered By High Intensity Grade Yellow Retro-Reflective Sheeting And Black Screen Printed Arrow On Retro Reflective Sheet, Complete In All Respect. Comp. In All Respect Duly Post Painted In Alternate Band Of Black / White Synthetic Enamel Paint & Hold Fast At Bottom 44 Earthwork In Excavation For Structures As Per Drawing And Mord 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 Suitablematerial.Ordinary Soil Upto 3 M Depth 45 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Mord Specifications Clause 802, 803, 1202 & 1203 P.C.C Grade M 10 Nominal Mix 1:3:6 46 Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Mord Specification Clauses 702, 704, 1202 And 1204 Random Rubble Masonry In 1:6 Cement Mortar 47 Providing Pcc M-20 Architectural Coping On The Top Of Wing Wall, Return Wall Etc. Complete As Per Drawing And Mord Specification Clauses 615, 710And 1204.3.11 75 Mm Thick 48 Pointing With Cement Mortar ( 1:3 ) On Stone Work As Per Drawing And Mord Specification Clauses 613.3 And 1204 Flush And Rulled Type 49 Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. 50 Construction Of Plastic Cell Filled Cement Concrete Pavement, With M30 Grade Concrete, Thickness As Per Design, Over A Prepared Sub Base, With 53 Grade Ordinary Portland Cement ( Opc ) Or Any Other Type As Per Clause 1501.2.4 M30 ( Grade ) .Coarse And Fine Aggregates Conforming To Is : 2386, Maximum In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design ( As Per Irc 44-2088, Laid In Approved Fixed Side Formwork ( Steel Channel, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Screed And Plate Vibrators And Finished In Continuous Operation, Concrete Should Have A Slump Of 30-50Mm With Use Of Approved Plasticizer If Required Formwork Of Plastic Cells Should Be Made Of High Density Polyethylene ( Hdpe ) , Sheets Having Thickness Ranging From 0.19-0.22Mm With Sides 150Mmx150mm And Height As Fixed By Engineer In Charge. To Be Laid In Full Width Of The Carriageway. Iron Spikes Of About 200Mm Long Are To Be Used To Keep The Cell Walls Taut. Nylon Thread Or Rope May Be Used To Preventcollapse Of Cells During Placement Of Concrete. Iron Spikes To Be Taken Out For Use In Other Place As Soon As The Concrete Is In Place. Curing Of Concrete Slabs For 14 - Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Mord Specification Of Cell Filled Concrete Pavement.150Mm Thickness 51 Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granularmaterial In Single Row Includingfixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106.Np3 Pipes 300 Mm Dia 52 Routine Maintenance Work After Completiion Of Works For Five Years Fixed Amount.

INR 5000 /-

INR 1004480.0 /-

INR 5.02 Crore /-

Name of Work :-Pkg. No. RJ06P316 T-13 BACHHAMADI TO NH-21 VIA NAGLA BARTAI

Sl. No.	Item Description
1	Item Description
2	Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
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 earlierand 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 MoRD Specification Clause 201.By Mechanical Means In area of non-thorny jungle
4	Scarifying old bituminous road by making 50x50mm furrows criss-cross at 1.0 metre intervals at 45 degree to the center line of the carriageway
5	Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
6	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5
7	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.
8	Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401. For Grading I Material
9	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 smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. Extra rate for carriage of mixed material additional lead of 20 km from in item 4.9
10	Providing and applying primer coat with bitumen emulsion (SS-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 MoRD Specification Clause 502. Low porosity
11	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
12	Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRD Specification Clause 504.Bitumen (VG-30)
13	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical meansBitumen VG-30
14	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II:Type B Bitumen (VG-30)
15	Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete.
16	Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
17	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 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRD Specification Clause 801
18	900 mm equilateral & triangle
19	600 mm Circular
20	800 mm x 600 mm rectangular
21	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
22	Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mmincluding orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
23	Providing and erecting direction and place identification retro-\reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701
24	Providing and Erecting typical Citizen"s information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
25	Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703
26	(a) 5th Kilometre Stone (precast)
27	(b) Ordinary Kilometer Stone (Precast)
28	(c) 200 m stone (precast)
29	Cut Stone boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
30	Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988
31	Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
32	Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
33	Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
34	Supply & Fixing of mandatory / regulatory reflective sign board fixed on 3 meter long Angle Iron of size 65x65x6 mm complete as per IRC-67-1977 made of 2 mm thick M.S. sheet stove enamelled paint and reflective symbol.
35	Stop signs with definition plate size 30x20 cm 90 cm Octagon
36	60 cm Octagon
37	Supply of Caution Diversion sign board size 1800 x 600 mm having centre height of 75 cm made out or 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands, made out of 75 x 40 mm channel having two solid rubber wheels mounted on ball bearings, boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect.
38	Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH :
39	Supplying of men at work sign board (folding type) made of 1.25 mm thick M.S. sheet size 900x900x900 mm painted in white stove enamelled paint and reflective machine cut sheet Men’s emblem and letter MEN AT WORK in red colours and additional attachment of size 150x900 mm plate for gang number and name with white stoving enameled back ground both plates are fixed on a folding stand of M.S. (heavy) steel tube of size 13.2 mm outer dia as per IS-1239 (part-I) 1979 duly painted in grey colour and both the plates are painted on back side in grey enamel paint.
40	P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side
41	Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
42	Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810
43	Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
44	Earthwork in excavation for structures as per drawing and MoRD 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 suitablematerial.Ordinary soil Upto 3 m depth
45	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
46	Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:6 cement mortar
47	Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710and 1204.3.11 75 mm thick
48	Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Flush and Rulled Type
49	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
50	Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade).Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to preventcollapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. Curing of concrete slabs for 14 - days, curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement.150mm thickness
51	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.NP3 Pipes 300 mm dia
52	Routine maintenance work after completiion of works for Five Years Fixed Amount.
53	For 1st year
54	For 2nd year
55	For 3rd year
56	For 4th year
57	For 5th year