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Tender for Name Of Tender Inviting Authority Punjab Infrastructure Development Board Name Of Project:- Construction, Development, Operation & Maintenance Of World Class Urban Street In Ludhiana On Engineering, Procurement, And Construction (Epc) Mode -Package 1 Name Of Bidder Sr. No. Morth Clause Csr Punjab 2020 Item Unit Rates (Inclusive Of Gst) Quantity Amount(Inclusive Of Gst) , 1.1.A 8.6 (A) Dismanteling : Lime Concrete, Cement Concrete Of 1:6:12 Or Leaner Mix Cum 0.0 1.1.B 8.6 (B) Cement Concrete Plain 1:4:8 Or 1:5:10 Mix Cum 0.0 1.1.C 8.6 (C) Cement Concrete 1:3:6 Mix Cum 2076.6 0.0 1.1.D 8.6 (D) Cement Concrete Plain 1:2:4 Mix Cum 0.0 1.1.E 8.6 (E) Reinforced Cement Concrete Cum 0.0 , 409.0 , 1.14.A (A) Beyond 30 Cm Girth Up To And Including 60 Cm Girth. Each 0.0 1.14.B (B) Beyond 60 Cm Girth Up To And Including 120 Cm Girth. Each 0.0 1.14.C (C) Beyond 120 Cm Girth Up To And Including 240 Cm Girth. Each 0.0 1.14.D (D) Above 240 Cm Girth. Each 0.0 , 2.9.A 3.5 Ns Supply And Planting Trees, Of Height, Caliper And Multi-Branching As Per Specification.: Bougainvillea Glabra (Pink) @900Mm C/C, 900Mm High, Multi Branched, Well Developed. Location: Median Sqm 0.0 , 2.10.A 3.6 Ns Supply And Planting Trees, Of Height, Caliper And Multi-Branching As Per Specification.: Pennisetum Orientale Or Triflorum/ Oriental Fountain Grass @600Mm C/C, 450Mm High, Well Developed. Location: Green Corridor Sqm 0.0 , 2.12.A 32.3 Supplying Of Good Earth/ Soil-Less Media And/Or Organic Matter, Preparation Of Top Dressing Mixture Or Pot Media , 2.15.A (A) Planting Selection No. 1 Grass Roots In Rows 5 Cm Apart In Both Directions. Sqm 35000.0 0.0 2.15.B (B) Planting Selection No. 1 Grass Roots In Rows 7.5 Cm Apart In Both Directions. Sqm 0.0 2.15.C (C) Planting Selection No. 1 Grass Roots In Rows 10 Cm Apart In Both Directions. Sqm 0.0 2.15.D (H) Providing And Fixing Neelgiri/ Mexican Grass Turf With Earth 50Mm To 60 Mm Thickness And Ramming With Required Wooden Tools, Rolling With Light Roller To Make The Surface Smooth And Even. Sqm 35000.0 0.0 , 3003.0 , 300.0 , 305.0 , 503.0 , 503.0 , 810.0 , 810.0 , 810.0 , 512 & 803 , 409.0 , 409.0 , 3.43.A 10.35 (A) Preparing Watering And Ramming Surface For Laying Concrete Headwork/Horizontal Sqm 48846.0 0.0 3.43.B (B) Channels/Horizontal Sqm 17544.0 0.0 , 4.1.A 803.0 24.57 (A) Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 For Lane / Centreline/ Edge Marking / Transverse And Any Other Marking. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes Complete As Per Technical Clause 803 Of Morth Specifications (Fifth Revision). Lane/Centerline/Edge Marking Or Any Other Marking Sqm 9153.0 0.0 4.1.B B) I Directional Arrows, Lettering Etc: Straight (Nr) Am 08 Each 150.0 0.0 4.1.C Ii Left/Right (Nr) Am 09 ,10,11 And 12 Each 66.0 0.0 4.1.D Iii Comb (Nr) Am 06 & 07 Each 0.0 0.0 4.1.E Iv Lettering Each 44.0 0.0 4.1.F V Chevron Marking Sqm 135.0 0.0 4.1.G Vi Diagonal Marking Sqm 50.0 0.0 4.1.I Vii Pedestrian Crossing Sqm 516.0 0.0 4.1.J Viii Cycle Track Stencil Marking Each 118.0 0.0 4.1.K Ix Cold Applied Epoxy Paint For Cycle Track Sqm 1416.0 0.0 , 801 B (Xi) , 4.6.A I) Triangular 1200 Mm X 1200 Mm X 1200Mm Side Complete As Per Drawings And Technical Specifications Clause 801 Each 0.0 4.6.B Ii) Triangular 900 Mm X 900 Mm X 900Mm Side Complete As Per Drawings And Technical Specifications Clause 801 Each 0.0 4.6.C Iii) Triangular 600 Mm X 600 Mm X 600Mm Side Complete As Per Drawings And Technical Specifications Clause 801 Each 0.0 4.7.A 24.45 Mandatory Circular Sign Board 900Mm Diameter, As Per Irc 67 With High Intensity Microprismatic Grade Retro Reflective Sheeting As Per Astm D 4956 - 09 And As Per Irc 67 - 2012. Fixed Over 4Mm Thick Aluminium Composite Material (Acm) Sheeting Having Aluminium Skin Thickness Of 0.4 To 0.5 Mm On Both Sided And Fixing The Same With Suitable Size Aluminium Alloy Rivets @ 200 Mm C/C To Back Support Frame Of 25X25x3mm Angle Iron Supported On A Square Hollow Steel Section Post 60X60x3.2Mm Conforming To Is 4923 Without Cost Of Definition Plate Firmly Fixed To Ground In Foundation Concrete M-25 Of Size 0.45X0.45X0.60M For Vertical Post Complete As Per Clause 801 Of Morth Specifications. Supplier Shall Provide A Warranty As Per Clause 6.9 Of Irc 67- For Retro Reflective Sheeting & A Certified Copy Of Test Reports From An Independent Test Laboratory Conforming To Clause 6.7 Of Irc 67. 4.7.B 24.45 (A) I) 900Mm Circular Sign Complete As Per Drawings And Technical Specification Clause 801 Each 20.0 0.0 4.7.C 24.45 (B) Ii) 600Mm Circular Sign Complete As Per Drawings And Technical Specification Clause 802 Each 0.0 4.7.D 24.45 (A) Iii) Triangular 900 Mm Side (For Give Way Sign) Complete As Per Drawings And Technical Specifications Clause 801 Each 22.0 0.0 4.7.E Iv) Stop Sign - Octagon Of Size 900 Mm Complete As Per Drawings And Technical Specifications Clause 801 Each 11.0 0.0 , 4.8.A 24.46 (A) I) Rectangular 800Mm X 600Mm Complete As Per Drawings And Technical Specifications Clause 801 (Facility Information) Each 140.0 0.0 4.8.B 24.46 (B) Ii) Rectangular 450Mm X 600Mm Complete As Per Drawings And Technical Specifications Clause 801 (Route Marker Sign) Each 0.0 4.8.C 24.46 (C.) Iii) Square 600Mm X 600Mm Complete As Per Drawings And Technical Specifications Clause 801 Each 0.0 , 804.0 , Suggestive , Suggestive , Suggestive , Suggestive , (Ii) Pvc Insulated Copper Conductor Single Core Frls Cable (Isi Marked) Overall 1.5 Sq.Mm, 1100Volts Grade Mtr. 12128.0 0.0 (Vii) Pvc Insulated Copper Conductor Single Core Frls Cable (Isi Marked) Overall 16 Sq.Mm, 1100Volts Grade Mtr. 150.0 0.0 , Supply And Laying Of Xlpe/ P.V.C. Insulated P.V.C. Sheathed Aluminium Conductor Un-Armoured Cable Working Voltage Upto And Including 1100 Volts Grade To Be Laid Loose In The Existing Trench Or Pipe As Per Pwd General Specifications 2010:- 0.0 (Xxxv) Xlpe/ Pvc Insulated Pvc Sheathed Aluminium Conductor Unarmoured Cable Working Voltage 1100Volts Grade 16Sq.Mm (4 Core) Mtr. 14880.0 0.0 (Xxii) Xlpe/ Pvc Insulated Pvc Sheathed Aluminum Conductor Unarmored Cable Working Voltage 1100Volts Grade 35Sq.Mm (3.5 Core) Mtr. 750.0 0.0 , Supply & Erection Of G.I. Pipe For Wiring Purposes Including Bends, Inspection Boxes Etc., Where Necessary Including Painting As Per Pwd General Specifications 2010:- 0.0 (Xv) (A) Supply And Erection Of Earth Rod 20 Mm Dia For Providing Earth Connections Upto Line Earth With G.I. Wire No. 8Swg. The Rod Shall Be Tapered At One End And Flatted On Other End. The Hole Size 10Mm Dia Shall Be Drilled On The Flatened Side For Facilitating Connection With G.I. Wire And Thimble Etc. The Road Shall Be Grouted Upto Complete Length Vertically. Gi Earth Rod 20 Mm Dia. 3 Mtr. Long Each 200.0 0.0 (Xiii) (A) Earthing With 8 S.W.G. (4Mm Dia.) G.I. Wire In 15Mm Dia G.I. Pipe With G.I. Reducing Socket 50Mm X 15Mm (Upto 8Metre In Length) Each 30.0 0.0 , Supply & Erection Of Sheet Metal Iron Clad Switch On Existing Surface With Gi Bolts And Nuts/Rag Bolts & Nuts Etc., According To The Size Of Holes In The Body Of The Enclosure Including Connections With Suitable Size Of Thimbles And Bonding To The Existing Earth As Per Pwd General Specifications 2010. 0.0 (Vii) Sheet Metal Iron Clad Tripple Pole Switch 100 Amp. 415 Volts Each 15.0 0.0 , Supply And Erection Of Moulded Case Circuit Breaker (Panel Mounting Cubicle Type) In The Existing Cubical Panel (Conforms To Iec:60947-Ii) And Relevant Pwd General Specifications 2010 Complete With G.I. Bolts, Nuts & Connection On Both Sides Of Mccb With Sutiable Size Of Thimbles Etc. 0.0 Mccb (Fixed Type Thermal And Magnetic Protection Make: L&T (Du/Dh), Abb (T-Max), Schneider (Cvs), Seimens(3Vt1/3Vl)): 0.0 (Ii) 100Amp. 415 Volts Breaking Capacity =25Ka Four Pole Fixed Type Thermal And Magnetic Setting Mccb Unit Each 15.0 0.0 , Supply And Erection Of Sheet Metal Bus-Bar Chamber (Factory Fabricated) Duly Powder Coated On Existing Surface With Required No. Of Bus-Bar Strips Of Suitable Length And Crosssectional Area. Copper Strips Of Suitable Length And Crosssectional Area Should Be Tinned And Mounted On Dmc/ Smc Moulds At Sufficient Distance Enclosure Made Of M.S. Sheet 1.6Mm Thick With Hinged Cover And Lock, Fitted With Dust Excluding Gaskets And Secured With Sufficient No. Of Cadmium Plated Iron Screws And Of Given Overall Dimensions And To Be Fixed With G.I. Bolts And Nuts/ Rag Bolts And Nuts Etc. Complete With All Accessories Including Connections With Suitable Size Of Thimbles, Bonding To The Existing Earth And Painting Etc. As Desired By The Engineer-In-Charge At Site. 0.0 (Iv) Sheet Metal Bus Bar Chamber Suitable For 100Amp. 415 Volts Capacity With 4 Tinned Copper Strip Bus Bars Each Of Length 270Mm And Cross Sectional Area (25Mm X 3.3Mm) Enclosure Having Over All Dimensions (350Mm X 450Mm X 150Mm) Nominal Each 15.0 0.0 , supply erection Of Sheet Metal Cubical Pedestal Made From 50Mm X 50Mm X 6Mm Thick Ms Angle Iron Frame With 5 Sides Welded & Covered With Ms Sheet 2Mm Thick & Front Side Hinged With 4 Hinges & Locking System With Heavy Duty 12 Sliding Door. Placed On Ms Strip Of Size 12.5Mmx2.5Mm Thick Welded With Ms Sheet With 4No. Legs Of 50Mmx50mmx6mm Thick Ms Angle Iron Each Of 600Mm Long With Ms Sheet 100Mmx100mmx6mm Thick At The Bottom End Of The Legs. Front Door Welded X-Actionably With Ms Flat 25Mm X5mm.The Front Side With Ms Sheet Each 75Mm Wide & A Bend Of 75Mm Width Outwards & Inwards On All Sides With Tapered Top 200Mm High And Pedestal With 4 Nos Supporting Members Each Of Ms Flat 50Mmx6mm Thick According To Cubical Size Duly Welded & Complete Pedestal To Be Painted With 1 Coat Of Red Oxide & 2 Coats Of Paint &Bonding To The Existing Earth To Be Erected In The 1:2:4 Cement Concrete, The Platform Of 150Mm High From Ground Level & 450Mm Thick & 150Mm From The Top Of The Cement Concrete Platform As Per Drawing Attached. 0.0 (I) (A) Cubical Size 900Mm High, 600Mm Wide And 350Mm Deep Each 15.0 0.0 (I) (B) Cubical Size 1200Mm High, 900Mm Wide And 350Mm Deep Each 15.0 0.0 , (I) (A) supply erection Of Microprocessor Based St. Light Controller With Digital Time Switch Daily Programmed With Stand By Lithium Battery With Back Up Of 6 Years With Min. Time Between 2 Switching Operations Is 1 Minute, 3 Nos. Three Pole Power Contactors 40A. With Coil Voltage 220-230V Ac With 1 No. Aux. Contact No, 1 No. Aux. Contactor 6 Amp.(2No+2Nc) With Coil Voltage 220V Ac, 3 Nos. Mcb 2 Pole 40Amp. (Ccurve, 10Ka)& Power Wiring With Single Core Pvc Insulated Frls Cable 10 Sq. Mm And Control Wiring With Pvc Insulated Frls Cable 1 Sq. Mm, 1 No. Two Position Selector Switch To Bypass Timer And Other Accessories & Petty Material (Din Rail, 2 Nos. Each 15.0 0.0 4 Pole Bakelite Terminal Strip 63A/ 440V Ac, Required Nut Bolts) Should Be Fixed On Bakelite Sheet 6Mm Thick To Be Mounted In A Ip54 Surface/ Flush Mounting Powder Coated Sheet Metal (1.60Mm Thick) Cabinet Having Size 450Mmx600mmx150mm To Switch ‘On All The 3 Phases & Switch ‘Off 3 Phases Pre-Fixed Timings Complete In All Respect As Per Satisfaction Of Engineer-In-Charge 0.0 , Supply And Erection Of Galvanized Steel Octagonal Pole Of Suitable Length Conforming To Is 2629/Is 2633/ Is4759. The Pole Shall Be In Single Piece (Single Hot Dip Galvanized) And Shall Tapered Towards The Top.The Bottom Section Shall Have Open Able Slot With Exterior Surface Door & Shall Have Suitable Locking Arrangement For Housing Three Phase 4Wire Cable Connection, Bakelite Sheet, Mcb, Loop In And Out Arrangement For Incoming/ Outgoing Cables. There Shall Also Be Suitable Arrangement For The Purpose Of Earthing. Rigid Base Plate Of Suitable Size And Thickness Shall Be Welded Inside And Outside At The Bottom Of Pole With Provision For Fixing 4 Foundation Bolts.The Octagonal Pole Shall Be Bolted On A Pre- Cast Foundation With A Set Of Four Foundation Bolts For Greater Rigidity. The Foundation Shall Be Erected Over Cement Concrete M20 Of Given Size To Fixed Up To A Required Planting Depth Below Ground Level As Required:- 0.0 (I) Galvanized Octagonal Pole Overall Length 4 Metre, Top Dia.(A/F) 70Mm & Bottom Dia. (A/F) 130Mm, Foundation Size Below G/L 550Mm X 550Mm X 900Mm, 4Nos. Foundation Bolts Size 16Mm Dia., Length=450Mm With Base Plate Dimensions 200Mm X 200Mm X 12Mm Thick Each 884.0 0.0 (Vi) Galvanized Octagonal Pole Overall Length 9 Metre (Sheet Thickness 3Mm), Top Dia.(A/F) 70Mm And Bottom Dia. (A/F) 155Mm, Foundation Size Below G/L 600Mm X 600Mm X 1700Mm, 4Nos. Foundation Bolts Size 24Mm Dia., Length=750Mm With Base Plate Dimensions 275Mm X 275Mm X 16Mm Thick Each 0.0 0.0 (Vii) Galvanized Octagonal Pole Overall Length 10 Metre (Sheet Thickness 3Mm), Top Dia.(A/F) 70Mm And Bottom Dia. (A/F) 175Mm, Foundation Size Below G/L 600Mm X 600Mm X 1800Mm, 4Nos. Foundation Bolts Size 24Mm Dia., Length=750Mm With Base Plate Dimensions 275Mm X 275Mm X 16Mm Thick Each 36.0 0.0 , (X) (C ) Single Arm Bracket 1.5 Metre Long For Galvanized Octagonal Pole Each 8.0 0.0 (X) (G) Double Arm Bracket 1.5 Metre Long For Galvanized Octagonal Pole Each 36.0 0.0 , Supply And Erection Of Double Walled Corrugated (Dwc) Hdpe Pipe To Be Laid 1Mtr. Below Ground Level Including Excavation (Making Necessary Trench), Placing The Pipe In Position And Back Filling With Excavated Soil Etc. Of The Required Size. (0.5M) 0.0 (I) Double Walled Corrugated (Dwc) Hdpe Pipe 50/ 38Mm (Outer/ Inner Dia.) Mtr. 15000.0 0.0 (Iii) Double Walled Corrugated (Dwc) Hdpe Pipe 90/76 Mm (Outer/ Inner Dia.) Mtr. 750.0 0.0 , (Ii) Aluminium Cable Core Size 10 Sq. Mm - 16 Sq. Mm Each 7500.0 0.0 (Iii) Aluminium Cable Core Size 25 Sq. Mm - 35 Sq. Mm Each 90.0 0.0 , (Iii) Labour For Dismantling Pcc/Rail Pole/3-Stepped Steel Tubular Pole Upto 16M. Including Carriage Upto The Store. Each 138.0 0.0 , 100.0 , 7.3.A Cast Iron Bench Of 1800 Mm Length, 900 Mm Width, 450 Mm Seating Height, Sides Made Of Cast Iron. Seat And Back Shall Be Made Of 10 Strips Of M.S. Pipes 63 Mm X 25 Mm Of 14 Gauge With One M.S. Flat 25 X 10 Mm Welded At The Centre, Below And Back Of The Seat And Back Restoration Spray Painted With Approved Brand Paint. Fixed By Grouting With 1:2:4 Cement Concrete (Minimum Weight Of Each Bench 105 Kg) Price 12518/Unit Each 108.0 0.0 , Ii Reinforced Cement Concrete Pipe Np-2 0.0 8.1.A 600 Mm Mtr. 0.0 0.0 8.1.B 700 Mm Mtr. 0.0 0.0 8.1.C 800 Mm Mtr. 0.0 0.0 8.1.D 900 Mm Mtr. 1560.0 0.0 8.1.E 1000Mm Mtr. 1080.0 0.0 8.1.F 1100 Mm Mtr. 600.0 0.0 8.1.G 1200 Mm Mtr. 600.0 0.0 8.1.H 1400 Mm Mtr. 1800.0 0.0 8.1.I 1600 Mm Mtr. 1920.0 0.0 8.1.J 1800 Mm Mtr. 2280.0 0.0 8.1.K 2000 Mm Mtr. 960.0 0.0 , 8.2.A (A) Single Road Gully Chamber Size 610Mm X 457Mm X 800Mm 301.0 0.0 8.2.B (B) Double Road Gully Chamber Size 1448Mm X 457Mm X 800Mm 130.0 0.0 , 8.3.A 600Mm X450 Mm Each 561.0 0.0 , 29.55 (A) Constructing Brick Masonry Manhole In Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) Reinforced Cement Concrete Top Slab 20 Cm Thick Using M-20 Mix By Using Mixer And Vibrator , Tmt Fe500 @ 63.464 Kg/Per Cum , Foundation Concrete 1:4:8 Mix (1 Cement: 4 Coarse Sand : 8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Benching In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Finished With A Floating Coat Of Neat Cement, Orange Coloured Pvc Steps Including Frcc Cover With Frame Complete As Per Standard Design Complete In All Respect . Inside Size 75X120 Cm And 120 Cm Deep Each 0.0 0.0 8.4.A B Inside Size 90X150 Cm With Depth 120 Cm Between Bottom Of Top Slab And Invert Each 62.0 0.0 8.4.B C Inside Size 120X180 Cm With Depth 120 Cm Between Bottom Of Top Slab And Invert Each 91.0 0.0 8.4.C D Inside Size 150X180 Cm And 120 Cm Deep Each 278.0 0.0 , Design And Development Of World Class Streets In Ludhiana Stretch 1 Sherpur Chowk To Jagraon Bridge (4.38 Km) Stretch 2 Jagraon Bridge To Old Sabji Mandi Chowk (1.54 Km) Stretch 3 Fountain Chowk To Bharat Nagar Chowk (1.06 Km) Stretch 4 Fountain Chowk To Aarti Cinema Chowk (2.02 Km) Stretch 5 Chaura Bazaar Chowk To Ghas Mandi Chowk (0.78 Km) Stretch 6 Road Outside Dmc Hospital (0.51 Km) Stretch 7 Road Outside Cmc Hospital (0.47 Km) Stretch 8 Gill Canal Bridge To Gill Village Chowk (1.96 Km) Stretch 9 Model Town Road- Preet Palace To Dugri Canal Bridge (1.46 Km) Stretch 10 Field Ganj To Brown Road (Civil Hospital) (0.87 Km) Including Link Between Brown Road And Cmc Road (0.36 Km) Grand Total Sr. No. Morth Clause Csr Punjab 2020 Item Unit Through Rates (Zone A) Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Total Quantities Total Amount , 1.1.A 8.6 (A) Dismanteling : Lime Concrete, Cement Concrete Of 1:6:12 Or Leaner Mix Cum 412.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1.B 8.6 (B) Cement Concrete Plain 1:4:8 Or 1:5:10 Mix Cum 682.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1.C 8.6 (C) Cement Concrete 1:3:6 Mix Cum 976.0 2076.6 2026761.5999999999 425.1 414897.60000000003 227.5 222040.0 217.8 212572.80000000002 1259.586 1229355.936 0.0 0.0 4.5 4392.0 304.6 297289.60000000003 201.5 196664.0 101.0 98576.0 4818.186000000001 4702549.535999999 1.1.D 8.6 (D) Cement Concrete Plain 1:2:4 Mix Cum 1365.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1.E 8.6 (E) Reinforced Cement Concrete Cum 2204.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , 409.0 , 1.14.A (A) Beyond 30 Cm Girth Up To And Including 60 Cm Girth. Each 237.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.14.B (B) Beyond 60 Cm Girth Up To And Including 120 Cm Girth. Each 1066.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.14.C (C) Beyond 120 Cm Girth Up To And Including 240 Cm Girth. Each 4976.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.14.D (D) Above 240 Cm Girth. Each 9952.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , 212210.18 16379480.3072 40921.14 4861004.3963 42523.88 2172210.7663 28057.374000000003 2491929.2755 21034.415999999997 3631861.2805999997 1583.87 188688.05730000001 2803.03 273622.01080000005 34695.44 3718100.0219 48622.38 4034646.9408 19921.57 2174881.4759 452373.27999999997 39926424.5326 , 2.9.A 3.5 Ns Supply And Planting Trees, Of Height, Caliper And Multi-Branching As Per Specification.: Bougainvillea Glabra (Pink) @900Mm C/C, 900Mm High, Multi Branched, Well Developed. Location: Median Sqm 278.38625 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , 2.10.A 3.6 Ns Supply And Planting Trees, Of Height, Caliper And Multi-Branching As Per Specification.: Pennisetum Orientale Or Triflorum/ Oriental Fountain Grass @600Mm C/C, 450Mm High, Well Developed. Location: Green Corridor Sqm 338.905 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , 2.12.A 32.3 Supplying Of Good Earth/ Soil-Less Media And/Or Organic Matter, Preparation Of Top Dressing Mixture Or Pot Media 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , 2.15.A (A) Planting Selection No. 1 Grass Roots In Rows 5 Cm Apart In Both Directions. Sqm 69.0 35000.0 2415000.0 5245.5 361939.5 8834.7 609594.3 2962.75 204429.75 0.0 0.0 0.0 0.0 0.0 0.0 4107.0 283383.0 2000.0 138000.0 385.0 26565.0 58534.95 4038911.55 2.15.B (B) Planting Selection No. 1 Grass Roots In Rows 7.5 Cm Apart In Both Directions. Sqm 56.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.15.C (C) Planting Selection No. 1 Grass Roots In Rows 10 Cm Apart In Both Directions. Sqm 51.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.15.D (H) Providing And Fixing Neelgiri/ Mexican Grass Turf With Earth 50Mm To 60 Mm Thickness And Ramming With Required Wooden Tools, Rolling With Light Roller To Make The Surface Smooth And Even. Sqm 278.0 35000.0 9730000.0 5245.5 1458249.0 8834.7 2456046.6 2962.75 823644.5 0.0 0.0 0.0 0.0 0.0 0.0 4107.0 1141746.0 2000.0 556000.0 385.0 107030.0 58534.95 16272716.1 , 162109.56 27021627.6644 23640.14 3622722.9786 35216.374 6214250.6806 25668.864999999998 4181791.2690000003 10.0 14060.0 60.0 88320.0 0.0 0.0 28209.48 8017195.04 12693.3 3240896.8770000003 1707.3600000000001 305508.96640000003 289315.079 52706373.475999996 , 3003.0 , 300.0 , 305.0 , 503.0 , 503.0 , 810.0 , 810.0 , 810.0 , 512 & 803 , 409.0 , 409.0 , 3.43.A 10.35 (A) Preparing Watering And Ramming Surface For Laying Concrete Headwork/Horizontal Sqm 27.0 48846.0 1318842.0 26825.0 724275.0 13728.0 370656.0 32137.0 867699.0 0.0 0.0 1692.0 45684.0 3330.0 89910.0 23839.0 643653.0 11770.0 317790.0 4034.0 108918.0 166201.0 4487427.0 3.43.B (B) Channels/Horizontal Sqm 23.0 17544.0 403512.0 6312.0 145176.0 2394.0 55062.0 5010.0 115230.0 873.0 20079.0 510.0 11730.0 510.0 11730.0 7380.0 169740.0 9612.0 221076.0 3882.0 89286.0 54027.0 1242621.0 , 412511.68 234249449.21154287 156217.465 78431792.10328571 75588.48 43386753.89428572 101822.11000000002 63619003.86268571 17757.42 21475508.598 28121.938 12659763.3496 14065.24 7992943.253999999 139683.69999999998 92459175.59788573 97250.01999999999 64184723.00062857 68806.09 32055588.312114283 1111824.1430000002 650514701.1840285 , 4.1.A 803.0 24.57 (A) Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 For Lane / Centreline/ Edge Marking / Transverse And Any Other Marking. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes Complete As Per Technical Clause 803 Of Morth Specifications (Fifth Revision). Lane/Centerline/Edge Marking Or Any Other Marking Sqm 616.67 9153.0 5644380.51 1940.0 1196339.7999999998 2174.0 1340640.5799999998 969.0 597553.23 0.0 0.0 302.0 186234.34 251.0 154784.16999999998 2199.0 1356057.3299999998 2824.0 1741476.0799999998 984.0 606803.2799999999 20796.0 12824269.319999998 4.1.B B) I Directional Arrows, Lettering Etc: Straight (Nr) Am 08 Each 678.337 150.0 101750.55 90.0 61050.33 88.0 59693.656 68.0 46126.916 0.0 0.0 12.0 8140.044 36.0 24420.131999999998 66.0 44770.242 66.0 44770.242 24.0 16280.088 600.0 407002.19999999995 4.1.C Ii Left/Right (Nr) Am 09 ,10,11 And 12 Each 986.672 66.0 65120.352 48.0 47360.256 28.0 27626.816 26.0 25653.472 0.0 0.0 6.0 5920.032 12.0 11840.064 20.0 19733.440000000002 24.0 23680.128 12.0 11840.064 242.0 238774.62400000004 4.1.D Iii Comb (Nr) Am 06 & 07 Each 678.337 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1.E Iv Lettering Each 493.336 44.0 21706.784 26.0 12826.736 18.0 8880.048 20.0 9866.720000000001 0.0 0.0 10.0 4933.360000000001 10.0 4933.360000000001 14.0 6906.704 16.0 7893.376 18.0 8880.048 176.0 86827.13600000001 4.1.F V Chevron Marking Sqm 616.67 135.0 83250.45 28.0 17266.76 60.0 37000.2 55.0 33916.85 0.0 0.0 0.0 0.0 0.0 0.0 50.0 30833.499999999996 60.0 37000.2 0.0 0.0 388.0 239267.95999999996 4.1.G Vi Diagonal Marking Sqm 616.67 50.0 30833.499999999996 0.0 0.0 60.0 37000.2 45.0 27750.149999999998 0.0 0.0 0.0 0.0 0.0 0.0 60.0 37000.2 60.0 37000.2 0.0 0.0 275.0 169584.25 4.1.I Vii Pedestrian Crossing Sqm 616.67 516.0 318201.72 648.0 399602.16 561.0 345951.87 360.0 222001.19999999998 54.0 33300.18 75.0 46250.25 108.0 66600.36 540.0 333001.8 759.0 468052.52999999997 405.0 249751.34999999998 4026.0 2482713.42 4.1.J Viii Cycle Track Stencil Marking Each 1025.68 118.0 121030.24 40.0 41027.200000000004 22.0 22564.960000000003 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.0 36924.48 28.0 28719.04 16.0 16410.88 260.0 266676.8 4.1.K Ix Cold Applied Epoxy Paint For Cycle Track Sqm 1500.0 1416.0 2124000.0 480.0 720000.0 264.0 396000.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 432.0 648000.0 336.0 504000.0 192.0 288000.0 3120.0 4680000.0 , 801 B (Xi) , 4.6.A I) Triangular 1200 Mm X 1200 Mm X 1200Mm Side Complete As Per Drawings And Technical Specifications Clause 801 Each 6536.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6.B Ii) Triangular 900 Mm X 900 Mm X 900Mm Side Complete As Per Drawings And Technical Specifications Clause 801 Each 4384.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6.C Iii) Triangular 600 Mm X 600 Mm X 600Mm Side Complete As Per Drawings And Technical Specifications Clause 801 Each 3261.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.7.A 24.45 Mandatory Circular Sign Board 900Mm Diameter, As Per Irc 67 With High Intensity Microprismatic Grade Retro Reflective Sheeting As Per Astm D 4956 - 09 And As Per Irc 67 - 2012. Fixed Over 4Mm Thick Aluminium Composite Material (Acm) Sheeting Having Aluminium Skin Thickness Of 0.4 To 0.5 Mm On Both Sided And Fixing The Same With Suitable Size Aluminium Alloy Rivets @ 200 Mm C/C To Back Support Frame Of 25X25x3mm Angle Iron Supported On A Square Hollow Steel Section Post 60X60x3.2Mm Conforming To Is 4923 Without Cost Of Definition Plate Firmly Fixed To Ground In Foundation Concrete M-25 Of Size 0.45X0.45X0.60M For Vertical Post Complete As Per Clause 801 Of Morth Specifications. Supplier Shall Provide A Warranty As Per Clause 6.9 Of Irc 67- For Retro Reflective Sheeting & A Certified Copy Of Test Reports From An Independent Test Laboratory Conforming To Clause 6.7 Of Irc 67. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.7.B 24.45 (A) I) 900Mm Circular Sign Complete As Per Drawings And Technical Specification Clause 801 Each 5760.91 20.0 115218.2 12.0 69130.92 8.0 46087.28 5.0 28804.55 0.0 0.0 5.0 28804.55 2.0 11521.82 20.0 115218.2 21.0 120979.11 10.0 57609.1 103.0 593373.73 4.7.C 24.45 (B) Ii) 600Mm Circular Sign Complete As Per Drawings And Technical Specification Clause 802 Each 3834.41 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.7.D 24.45 (A) Iii) Triangular 900 Mm Side (For Give Way Sign) Complete As Per Drawings And Technical Specifications Clause 801 Each 5760.91 22.0 126740.01999999999 18.0 103696.38 10.0 57609.1 5.0 28804.55 0.0 0.0 5.0 28804.55 2.0 11521.82 23.0 132500.93 27.0 155544.57 16.0 92174.56 128.0 737396.48 4.7.E Iv) Stop Sign - Octagon Of Size 900 Mm Complete As Per Drawings And Technical Specifications Clause 801 Each 3215.0 11.0 35365.0 13.0 41795.0 7.0 22505.0 6.0 19290.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 25720.0 9.0 28935.0 5.0 16075.0 59.0 189685.0 , 4.8.A 24.46 (A) I) Rectangular 800Mm X 600Mm Complete As Per Drawings And Technical Specifications Clause 801 (Facility Information) Each 4926.71 140.0 689739.4 73.0 359649.83 14.0 68973.94 30.0 147801.3 0.0 0.0 0.0 0.0 0.0 0.0 43.0 211848.53 8.0 39413.68 21.0 103460.91 329.0 1620887.5899999999 4.8.B 24.46 (B) Ii) Rectangular 450Mm X 600Mm Complete As Per Drawings And Technical Specifications Clause 801 (Route Marker Sign) Each 3747.59 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.8.C 24.46 (C.) Iii) Square 600Mm X 600Mm Complete As Per Drawings And Technical Specifications Clause 801 Each 4188.22 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , 804.0 , Suggestive , Suggestive , Suggestive , Suggestive , 32972.5 14346972.090999998 6734.25 3997052.1394999996 8120.5 3624925.784999999 4073.3999999999996 1781002.502 768.0 158286.68 1437.5 519833.761 1235.0 439350.22599999997 7463.299999999999 4020975.259 9157.8 4440622.023999999 3290.5 1951417.325 75252.75 35280437.792500004 , Electricals Extra Sheet Which Left 29625312.0 14544197.0 13885897.0 15748277.0 3313182.0 3076341.0 2475957.0 18613802.0 3807995.0 2155160.0 107246120.0 12647.0 47560920.0 4448.0 20867061.0 3064.0 18267393.0 5815.0 23815309.0 2232.0 6269630.0 731.0 4061349.0 671.0 3351933.0 5691.0 27003338.0 4237.0 10031131.0 3198.0 6619336.0 42734.0 167847400.0 , 108.0 77971924.08 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 108.0 77971924.08 , 7.3.A Cast Iron Bench Of 1800 Mm Length, 900 Mm Width, 450 Mm Seating Height, Sides Made Of Cast Iron. Seat And Back Shall Be Made Of 10 Strips Of M.S. Pipes 63 Mm X 25 Mm Of 14 Gauge With One M.S. Flat 25 X 10 Mm Welded At The Centre, Below And Back Of The Seat And Back Restoration Spray Painted With Approved Brand Paint. Fixed By Grouting With 1:2:4 Cement Concrete (Minimum Weight Of Each Bench 105 Kg) Price 12518/Unit Each 29500.0 108.0 3186000.0 15.0 442500.0 27.0 796500.0 75.0 2212500.0 0.0 0.0 15.0 442500.0 10.0 295000.0 25.0 737500.0 66.0 1947000.0 9.0 265500.0 350.0 10325000.0 , 1350.5 15480602.0 790.0 7947496.0 303.5 3562414.0 579.5 7062334.0 12.0 300000.0 143.0 1795212.0 162.5 1808202.0 564.0 5919328.0 689.5 7865674.0 623.5 6057294.0 5218.0 57798556.0 , Ii Reinforced Cement Concrete Pipe Np-2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.1.A 600 Mm Mtr. 2527.0 0.0 0.0 0.0 0.0 720.0 1819440.0 720.0 1819440.0 360.0 909720.0 360.0 909720.0 360.0 909720.0 0.0 0.0 720.0 1819440.0 0.0 0.0 3240.0 8187480.0 8.1.B 700 Mm Mtr. 2901.0 0.0 0.0 0.0 0.0 360.0 1044360.0 360.0 1044360.0 180.0 522180.0 180.0 522180.0 180.0 522180.0 0.0 0.0 840.0 2436840.0 0.0 0.0 2100.0 6092100.0 8.1.C 800 Mm Mtr. 3599.0 0.0 0.0 0.0 0.0 300.0 1079700.0 300.0 1079700.0 150.0 539850.0 60.0 215940.0 60.0 215940.0 1200.0 4318800.0 960.0 3455040.0 0.0 0.0 3030.0 10904970.0 8.1.D 900 Mm Mtr. 4846.0 1560.0 7559760.0 960.0 4652160.0 300.0 1453800.0 300.0 1453800.0 150.0 726900.0 0.0 0.0 0.0 0.0 360.0 1744560.0 1080.0 5233680.0 300.0 1453800.0 5010.0 24278460.0 8.1.E 1000Mm Mtr. 5526.0 1080.0 5968080.0 600.0 3315600.0 720.0 3978720.0 1320.0 7294320.0 90.0 497340.0 0.0 0.0 0.0 0.0 1080.0 5968080.0 1200.0 6631200.0 120.0 663120.0 6210.0 34316460.0 8.1.F 1100 Mm Mtr. 6533.0 600.0 3919800.0 360.0 2351880.0 0.0 0.0 720.0 4703760.0 0.0 0.0 0.0 0.0 0.0 0.0 720.0 4703760.0 1320.0 8623560.0 1320.0 8623560.0 5040.0 32926320.0 8.1.G 1200 Mm Mtr. 7500.0 600.0 4500000.0 360.0 2700000.0 0.0 0.0 660.0 4950000.0 0.0 0.0 0.0 0.0 0.0 0.0 600.0 4500000.0 1440.0 10800000.0 660.0 4950000.0 4320.0 32400000.0 8.1.H 1400 Mm Mtr. 10123.0 1800.0 18221400.0 1080.0 10932840.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1500.0 15184500.0 0.0 0.0 0.0 0.0 4380.0 44338740.0 8.1.I 1600 Mm Mtr. 12692.0 1920.0 24368640.0 1020.0 12945840.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2940.0 37314480.0 8.1.J 1800 Mm Mtr. 15109.0 2280.0 34448520.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2280.0 34448520.0 8.1.K 2000 Mm Mtr. 17409.0 960.0 16712640.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 960.0 16712640.0 , 8.2.A (A) Single Road Gully Chamber Size 610Mm X 457Mm X 800Mm 5981.0 301.0 1800281.0 121.0 723701.0 67.0 400727.0 122.0 729682.0 23.0 137563.0 15.0 89715.0 15.0 89715.0 152.0 909112.0 212.0 1267972.0 96.0 574176.0 1124.0 6722644.0 8.2.B (B) Double Road Gully Chamber Size 1448Mm X 457Mm X 800Mm 10521.0 130.0 1367730.0 53.0 557613.0 29.0 305109.0 53.0 557613.0 14.0 147294.0 9.0 94689.0 8.0 84168.0 66.0 694386.0 91.0 957411.0 0.0 453.0 4766013.0 , 8.3.A 600Mm X450 Mm Each 1143.0 561.0 641223.0 227.0 259461.0 125.0 142875.0 228.0 260604.0 51.0 58293.0 33.0 37719.0 32.0 36576.0 284.0 324612.0 394.0 450342.0 96.0 109728.0 2031.0 2321433.0 , 29.55 (A) Constructing Brick Masonry Manhole In Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) Reinforced Cement Concrete Top Slab 20 Cm Thick Using M-20 Mix By Using Mixer And Vibrator , Tmt Fe500 @ 63.464 Kg/Per Cum , Foundation Concrete 1:4:8 Mix (1 Cement: 4 Coarse Sand : 8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Benching In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Finished With A Floating Coat Of Neat Cement, Orange Coloured Pvc Steps Including Frcc Cover With Frame Complete As Per Standard Design Complete In All Respect . Inside Size 75X120 Cm And 120 Cm Deep Each 23066.0 0.0 0.0 0.0 0.0 43.0 991838.0 43.0 991838.0 21.0 484386.0 22.0 507452.0 21.0 484386.0 0.0 0.0 63.0 1453158.0 0.0 0.0 213.0 4913058.0 8.4.A B Inside Size 90X150 Cm With Depth 120 Cm Between Bottom Of Top Slab And Invert Each 29224.0 62.0 1811888.0 38.0 1110512.0 24.0 701376.0 24.0 701376.0 12.0 350688.0 2.0 58448.0 2.0 58448.0 62.0 1811888.0 81.0 2367144.0 0.0 0.0 307.0 8971768.0 8.4.B C Inside Size 120X180 Cm With Depth 120 Cm Between Bottom Of Top Slab And Invert Each 37847.0 91.0 3444077.0 52.0 1968044.0 29.0 1097563.0 108.0 4087476.0 4.0 151388.0 0.0 0.0 96.0 3633312.0 159.0 6017673.0 96.0 3633312.0 635.0 24032845.0 8.4.C D Inside Size 150X180 Cm And 120 Cm Deep Each 41408.0 278.0 11511424.0 84.0 3478272.0 0.0 0.0 0.0 0.0 0.0 60.0 2484480.0 0.0 0.0 0.0 422.0 17474176.0 , 30251.0 138091994.0 11682.8 45676998.0 4631.0 13220474.0 14381.0 30611329.0 2053.0 4629329.0 681.0 2488102.0 678.0 2458546.0 13670.0 47041578.0 19114.0 52589113.0 6674.0 20409502.0 104850.8 357216965.0 , 54.0 19152550.0 35.0 806785.0 20.0 461020.0 10.0 230510.0 10.0 230510.0 4.0 92204.0 18.0 414918.0 12.0 276612.0 20.0 461020.0 19.0 437969.0 202.0 22564098.0 , 101.0 22144800.0 67.0 15836800.0 43.0 8309600.0 60.0 9732800.0 3.0 580000.0 12.0 3290000.0 1.0 290000.0 33.0 7313600.0 32.0 5513600.0 32.0 5524000.0 384.0 78535200.0 , 19345.5 7453503.0 6448.5 2484501.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25794.0 9938004.0 Electrical Poles/Wires Separate Sheet 0.0 , Grand Total (With Contingency & Cost Index) 681839204.5895572 202985433.87945428 109140946.33880427 157878609.80010426 41018104.11446 27701819.384689998 18732465.93988 215346892.1106643 167597569.5266714 83089046.78735569 1705330092.4716413 Grand Total Per Km (With Contingency & Cost Index) 155671051.2761546 131808723.29834694 102963156.92340025 78157727.62381399 52587312.967256404 54317292.911156856 39856310.51038298 109870863.32176751 114792855.8401859 67552070.55882576 110663860.6405997 4.38 1.54 1.06 2.02 0.78 0.51 0.47 1.96 1.46 1.23 15.41 S1 610427414.69 619853822.354143 S2 244694592.7 182047711.617686 S3 134598299.42 99219042.1261857 S4 143242687.34 143526008.909186 S5 37289185.56 37289185.5586 S6 25301586.16 25183472.1679 S7 17813525.37 17029514.4908 S8 202162889.28 195769901.918786 S9 155508701.02 152361426.842429 S10 77526732.81 75535497.0794143 1648565614.35 1547815583.06513
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