View Bid Results For Led Luminaries Tenders

We found 2166 Bid Results related to led luminaries tenders. You can find Contractor details who won led luminaries tenders along with contract details in Bid awards announcements section.

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Showing 1–44 of 2166 tenders matching your filters
1.
Power #11484456 AOC
Tender for Procurement Of 60W +/- 5W Wellglass Led, 100W Led And 20W Led Tube Rod, Complete Fitting For Chp Stage-I And Ii , Led 60W+/-5W Wellglass In Warm White Colour, High Pressure Die-Cast Aluminium Powder Coated Housing And With Overall Ip-66 Degree Protection, Having Total System Lumens 5800 Minimum. Cct 3000K, Ik 10, Cri 70, Maintenance Of Lumen Output For 50000 Hrs. Minimum, Operating Voltage Range Of Minimum150-270V, Input Frequency 50Hz + 3%, Thd 10%, Power Factor 0.95. Surge Protection Device Of 4Kv Internal And External Protection Of 10Kv. The Driver Used Must Be Potted Driver Which Should Also Be Minimum Ip66 Protected And Has Efficiency 85% And Electrical Class-1. The Led Should Have Open/Short Circuit Protection And Input Voltage Surge Protection, Over Voltage Protection Of 400 Vac For Minimum 4 Hrs. Beam Angle 100-120 Degree. Mounting- Suspended Type. Eye Bolt Moulded In The Housing Should Be Provided For Easy Installation. Guarantee/Warranty: 5 Years On Site Minimum. , Led Highbay Light Luminaire 100 Watt Powder Coated Pressure Die-Cast Aluminium Housing And Led Driver Compartment, Eye-Bolt Provided For Suspension Mounting, Led Module Fixed On Die Cast Aluminium Heat Sink For Proper Thermal Management, Optics: Secondary Lens Optics Provided, Constant Current Driver To Have Built In Surge, Open & Short Circuit Protection. Completely Prewired With Accessories Up To Terminal Block. Luminaire Efficacy 150 Lm/W, Cct 5700+/-355K, Cri 70, Input Voltage 140-270V Ac (Minimum Range), 50 Hz, Power Factor /= 0.95, Thd 10%, Minimum Ip65, 10Kv Spd Inside Driver Compartment For Safety From External Surges, High Power LedS Should Be Used. Beam Angle 60O, Potted Driver, Moisture Resistant & Fire Retardant. Should Have Under Voltage And Over Voltage Protection And Auto Recovery Mode. All Screws Of The Luminaries Should Be Of Min. Ss304 Grade. Luminaries Should Be Embossed Or Have Screen Printed Manufacture Name/Logo. Guarantee /Warranty: 5 Years On Site Minimum , 20W Led Tube 4 (1200Mm) With Fixer Rod (One Side Supply) = Limited
Contract Date: Jul 02, 2026 Contract Value : ₹ 8.10 Lakh
Boards / Undertakings / PSU No of Bidders 3
Punjab View Result →
2.
Rural Development #11481883 AOC
Tender For Annual Plan-Kuzhimanna Grama Panchayat Installation Of Mini Mast Lights-So315/26-General Electrical Work - wiring 2 90.15.1.1:Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos existing RCC foundation and junction box etc, complete 8 Meters 3 90.15.4.8:Supply Conveyance, installation, testing and commissioning of 120W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) 4 14.1:Excavation for foundation in soft soil including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres. 5 14.10:Providing and laying in position reinforced cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc. including form work etc. as required (excluding reinforcement). 6 14.12:Providing 15mm thick cement plaster of mix 1:4(1 cement: 4 fine sand) at all levels 7 90.6.5.12:Supply and drawing the following sizes of multi-core PVC insulated & FRLSPVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 2.50 sq mm 8 OD257774/2025-2026:SupplyandfixingoffollowingsizesofCorrugated PVC flexible conduit alongwithaccessoriesin surface/recess of proposed pole andmakinggoodthesameincaseofrecessed conduit as required 25 mm Corrugated PVC flexible conduit 9 1.17.20:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x 4 sq. mm 10 OD257790/2025-2026:Supply,installation,testing and commissioning ofDigital time swtch 40A, 2pole , AC1 rated power contactor with 1NO+1NC auxiliary contacts with AC coil and 24 Hours timer for operating automatic ON-OFF function suitable for single phase supply 11 2.21:Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 12 2.12.1:Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 13 2.10.3:Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole 14 2.14.2:Supplying and fixing following rating, double pole, (single phase and neutral),240 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps 15 OD257771/2025-2026:Supply and Fixing of 1P+N,40KA,1 module surge protector on existing MCB DB/enclosure/Meter Board etc and giving connection as required. (Schneider A9L40500 or equivalent) 16 5.4:Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 17 OD257773/2025-2026:5 mm X 3 mm G.I. strip earth lead Supplying and Providing and fixing 25 mm X 3 mm G.I. strip earth lead from the test joint to the earth plate 18 OD257775/2025-2026:Supply and installation of dust and vermin proof, 3 Phase Syntax Meter Board( GS-MB-5345-NF ] and to fix KSEB meters, fuse units, CT etc as required including fixing it on wall, making good the damages colour washing etc. as required 19 OD257780/2025-2026:Supplying and Fixing DIN rail inside the existing MCB DB/ Panel/Meter board etc 20 OD257777/2025-2026:Supplying and fixing32 A, 2 Way neutral links mounted on DMC/SMC base with connections, in existing meter board 21 OD257781/2025-2026:Supplying and fixing32A, HRC Fuse with HRC Fuse link with connections, in existing meter board 22 OD257778/2025-2026:Supplying and fixing of following sizes oflight class PVC conduit along with accessories in surface/ recess including cutting the wall/ground and making good the same in case of recessed conduit as required as service pipe 23 90.14.5:Supply and fabrication conveyance and installation of angle iron frame work for wall mounting panel board 24 OD257875/2025-2026:Supply, Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 (1 Cement : 4 Coarse sand), including all charges etc. complete all, levels, including lettering and fixingetc as required at site. 25 OD257779/2025-2026:Charges for procurement, preparation and submission of application for availing single/three phase KSEB service connection with necessary Sketch, Test and completion report, etc. including necessary liaison work as required
Contract Date: Jul 01, 2026 Contract Value : ₹ 1.14 Lakh
Local Bodies No of Bidders 2
Kerala View Result →
Telangana View Result →
4.
Petroleum and Natural Gas #11454928 AOC
Bids Are Invited For Flp Led Luminaries As Per Annexure A1 Total Quantity : 300
Contract Date: Ref. Documents Contract Value : ₹ 29.70 Lakh
Boards / Undertakings / PSU No of Bidders 17
Haryana View Result →
West Bengal View Result →
West Bengal View Result →
West Bengal View Result →
8.
Power #11403808 Price Bid
Tender for Procurement Of Led Luminaries For Different Area Of Btps. , Led Luminaries , Led Light Set High Bay 200W , Led Light Set High Bay 100W , Flood Light, 150W, Luminarie , Led Well Glass Light Set,38-45W # , Led Tube Light Set Light 220 V Ac , Led Tube Light Fittings,2X18watt For Ahp Complete Set , Tube Light # , Led 15W Surface Downlight Square/Round For Illumination , Street Light,90W Led , Led,Street Light,150W For Street Light , Led,Flood Light,350W For Lighting Tower , Led Flood Light, 135-150W, Outdoor Type , Led Light Set High Bay 100W , Led Light Set High Bay 200W , Led Well Glass Light Set,38-45W # , Led Street Light 25W , Bulb, Led,12W,E27 Cap Led Bulb,Cool Day Light, 12 Watt, E 27 Cap. , Led Light, 12 W, B22 Cap B22 12-Watt Led Bulb (Cool Day Light) , Led Light Set, Recess Mounting ,= 28W System Lumen: 3400Lm Minimum, W X B: 595Mm X 595Mm , Led Tube Light, 4Ft, 20W, Batten Type , Tube Light Fitting,2 Feet # , Led,Street Light,150W For Street Light , Flood Light, 150W, Luminarie , Led Highbay Light Set,150 W For Luminaire , Led Well Glass Light Set,38-45W # , Led Tube Light Set Light 220 V Ac , Led,Flood Light,350W For Lighting Tower , Led Street Light, 100 W. , Led,Flood Light,350W For Lighting Tower , Flood Light, 150W, Luminarie , Led Light Set High Bay 100W , Led Highbay Light Set,150 W For Luminaire , Led Tube Light Set Light 220 V Ac , Gst, If Any
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
West Bengal View Result →
Assam View Result →
10.
Public Administrative Department #11387234 Technical Bid
Tender for Nagar Panchayat Seemaantargat Prakash Vyavastha Hetu Do High Mast Lagvane Ka Karya. , Supply And Fixing Of 12.5 Mtr. High Mast Shaft Of Approved Make With Rising System Hot Dip Glavanized Inside & Out Dip, Heaving Pole Sheet Thickness 4Mm.Top Dia Minimum 150Mm Bottom Dia Minimum 310 Mm, Base Plate 25 Mm Thick, Suitable For Wind Velocity As Per Is 875 Part 3 & Having No Circmuferential Weld, With Accessories For High Muas Such As Head Frame Sutibale For 6 To 12 Luminaries & Its Control Gear Boxes 0.75 Hp Powe Tool Moter, 3 Point Suspension Sytstem With Steel Wire Rope 6Mm Dia, Double Dum Wich, Including Making Suitable Foundation Bolts, Nuts, Washers, Anchor Plates Etc Complete In All Respect. , Supply And Fixing Of Factory Wired Integral Led Flood Light Luminaires With Die Cast Aluminium Body With Toughend Glass/Uv Stabilized Pc Cover And Lenses Built With Mandatory Driver Set Suitable For 170 To 200 Watt Confirming To Ip 66 And Ik07 And Above Protection Complete In All Respect Including Labour. , Supply And Burring Of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length Up To 3000Mm, Outer Pipe 76Mm Inner Dia 38Mm Terminal Dia 12 Mm ,Outer Gi Pipe Of 16 Swg And Inner Gi Pipe Of 12 Swg With Hot Dip Galvanization Up To 100 Micron Filled With Crystalline Conductive Mixture (Ccm) Having Anti Corrosive & Conductive Property With 50 Kgs Activated Soil (Bfc) Capable Of Reducing The Soil Resistivity With Good Mixture Of Retaining Capacity Along With 30Cm Square C.I. Frame With Hinged Cover & Masonary Housing. (From Electrode Terminal To Switch Board, Cost Of 25 X 3 Gi. Strip Will Be Extra) Cpri Approved , Providing And Laying Earth Connection From Earth Electrode With 4.00 Mm Dia Copper Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With Copper Thimble Excavation And Re-Filling As Required. , Supply And Fixing Of Single Unit Led Aviation Obstruction Light Complete With Transformer And Led Spiral Etc. , Supply And Fixing Following Capacity Of Automatic Street Light Cubicle Control Panel Painted With Anticorrosive Alkali And Acid Proof Paint Consisting Of Time Switch Tso 100 Series With Contactors, Hrc Fuses, Isolating Switch Metering Instrument & Instrument Box With Cts Etc. In Case Of Tpn, Complete In All Respect. 25 A Tpn , Supply And Laying Of 16Sq. Mm 4 Core Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. , Supply And Laying Of 25Sq. Mm 3-1/2 Core Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. , Supply And Laying 25Mm X 5Mm G.I. Strip At 0.50 Mtr. Below Ground As Strip Earth Electrode, Including Connection /Terminating With G.I. Nut, Bolt Spring, Washer Etc As Required . , Add 18% Gst
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
11.
Public Administrative Department #11384865 AOC
Providing Of New Led Luminaries Square Type Fittings In Meeting Hall In Uppal Circle Office Building, Uppal Circle, Lb Nagar Zone
Contract Date: Ref. Documents Contract Value : ₹ 1.33 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
West Bengal View Result →
Maharashtra View Result →
14.
Agriculture #11349689 Price Bid
Tender for Stand Alone Solar Pv, 6 Mtr. Height Pole With 1 No Panel, 100 Ah, 12.8V Lithium Ferro Phosphate Battery, 50 Led Luminary, 18 Wi) At Booth No.203 At Katakhali Mayurhat-Ii Gp/ Hanskhali Block (03 Pc), Ii) At Booth No. 45 Near Majdia Goari Para, Taldaha Majdia - Gp/Krishnaganj Block (03 Pc), Iii) At Booth No. 46 At Majdia Bheripara, Taldaha Majdia -Gp/Krishnaganj Block (02 Pc), Iv) At Majdia Ghoshpara, Booth No. 47, Taldaha Majdia- Gp/Krishnaga Nj Block (02 Pc), V) At Majdia Office Para, Booth No. 54, Taldaha Majdia - Gp/Krishnaga Nj Block(02 Pc) , Vi) At Sakdah High School Para, Booth No. 73, Jayghata Gp/Krishnaganj Block(02 Pc), Vii) At Booth No. 244, Near Garapota Maha Swamshan Math, Gazna Gp/ Hanskhali Block(02 Pc) In The Nadia District. (Total 16 Pcs)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
West Bengal View Result →
16.
Water Resources and Irrigation #11319368 Price Bid
Tender for Supplying Installation Testing And Commissioning Of 90 Watt Led 6000K Asymmetric New Generation Energy Saving And Environment Long Life Versatile Pressure Die Cast Aluminum Ip66 Roadway Luminaries With High Power Led Light Source Complete Etc. As Required Housing Reflector And Enclosed With Toughened Glass Complete With All Accessories, Philips/Bajaj/Crompton/Halonix/Havells. , Repairing And Installation Of Exisiting Defective Street Light With Replacement Of Drivers, Retifier, Led Plate Etc. Complete As Required At Site. , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc. In The Existing Trench, Complete As Required. A) 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Sheathed Aluminium Conductor Armoured Power Cable Of 1.1 Kv Grade Of Following Size Etc Complete As Reqd. A) 4 X 16 Sq. Mm , Supplying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Sheathed Aluminium Conductor Armoured Power Cable Of 1.1 Kv Grade Of Following Size Etc Complete As Reqd. B) 4 X 25 Sq. Mm , Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. (I). 3X2.50 Sqm. , Supplying And Erection Of Flange Mounted Hot Dip Galvanized Octagonal Poles Of 8 Mtr. Height Made From 3Mm Thick Steel Plate Having Bottom Dia Of 130 Mm & Top Dia Of 70Mm Complete With Window With Flash Cover At The Height Of 2.00 Mtr From The Base Of Cable Termination Block Etc. And Galvanization Base Plate Of Size 250Mm X 250Mm X16mm Thick On Existing Cement Concrete Pedestal As Required Including Suppling And Fixing Of Laminated Sheet, Din Channel, Bus Bar And Earth Sheet 2 Nos. Welded At Suitable Height As Per Direction Of Enginer-In-Charge. 2 Nos. Washer, Nuts And Locking Arrangement Completed As Required (Make Bajaj/Volmont/Phillips/Lysaght/Consoul) , Supplying & Fixing Of Following Size Aluminium Thimble With Proper Connection And Pvs Tape Etc As Required. 16 Sqmm , Supplying & Fixing Of Following Size Aluminium Thimble With Proper Connection And Pvs Tape Etc As Required. 25 Sqmm , Fabrication Supplying And Installation Of Outdoor Type Cubical Feeder Pillar Of Suitable Size Not Less Than 30 Cm And Upto 45 Cm Deep Made Out Of M.S. Sheet 2Mm Thick (14Swg) Duly Compartmentalized Having 4 Strip Busbar Of 200 annual periodical maintenance Capacity Double Door With Locking Arrangements For Protection From Rain Dust Duly Fixed On M.S. Angle Iron Frame Work Of Size 50 Mm X 50 Mm X 6 Mm (Ns) 110 Cm Long Legs Out Of Which 50Cm Duly Grouted In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Agreegate 20Mm) Having Following Accessories Mounded Inside The Cubical Panel Including Connection Inter Connection/Soild With Aluminum Timbles Earthing With Two Nos. Earth Studs Duly Painted With One Coat Of Red Oxide And Two Coats Of Superior Quality Enamel Paint Completed Etc. As Required Having Also Compartment For Energy Meter. Supplying And Fixing Of Following Accesssories In The Existing Cubical Panel Board/Feeder Pillar Including Connection Testing Etc. As Required Having Also Compartment For Energy Meter Supplying And Fixiing Of Folowing Accessories In The Existing Cubical Pnal Board/Feeder Pillar Including Connection Testing Etc. As Required Incomer 125 annual periodical maintenance .35Ka Mccb With Thermal Release 1 No. Outgoing A) 63Amp - Dpmcb - 6 Nos. B) 63Amp - Elcb - 1 Nos. C) C.T. Opetrating . D) Tongal Switch E) Voltmeter 0-5000 Volts 96 Sqm Flush Type With Selector Switch F) Ampere 0-100/5 Sqmm Flush Type With Selector Switch & 100/5 annual periodical maintenance Ratio Cts G) Indication Lamp (Ryb) With Control 3 Pole (Ml-6) 95 annual periodical maintenance H) Power Contactor 3Pole (Ml-6) 95 annual periodical maintenance I) Auto Timer Rex Modular D41 Model Mds Make J) Danger Notice Plate. , Supplying And Drawing Following Sizes Of Pvc Sheathed & Xlpe Insulated Al. Conductor Multicore Unarmoured Cable Of 1100 Volts Conforming To Is 7098 (Part 1) 1988 With Upto Date Amendments In The Existing Panel Ets As Required.. A) 3 Core 4 Sq.Mm , Supplying And Fixing 4 Nos. 16 Mm (Minimum) Dia X 650 Mm(Minimum) Long Gi Foundation Bolt (En8grade) With Nuts, Washer Including 2 Nos. Template Of 3 Mm Thick Size 200 X 200 Mm. With 4 Nos. 20 Mm. Dia Holes (Or Suitable For Existing Holes), To Match With Pcd Of Pole Base Plate As Required. , Fabricating, Supplying And Fixing Of Wire Mesh Protection Frame Work Fabricating With 40 X 40 X 6 Mm Thick Angle Iron/Tee Iron Having Intermediate Members Of Size 25 Mm X 6 Mm (Gi Wire Should Be 6Swg) Flat Strip Welded At 30 Cm In Each Sections & Duly Welded With Hard Drawn Wire Fabric Mesh Of Size 25 Mm X 75 Mm Having Weight Not Less Than 7.5 Kg/Sqmtr. And Making Main Door Gate Provided With Two Nos. Sliding Bolt With Godown Locks With Operating Hadle Welded From Inside Of The Door I/C Providing And Fixing Of Four No. Legs Of Same Angle Size Of 90 Cm Length Duly Grouted In Foundation (30 X 30 X 45) Cm (Deep) In 1:2:3 Cement Concrete & Painting With One Coat Of Red Oxide & Two Coat Of Super Synthetic Luminous Paint Of Approved Colour And Quality Etc.Complete As Reqd. {Area Of Hard Drawn Wire Fabric With Angle (Except Legs) Shall Be Measured For Payment} , Fabrication, Designing, Supplying & Fixing Of 1000 Mm Long Double Arm Bracket(Thickness Minimum 3Mm) Over Hang With Tightening Bolt Etc. As Per Design Approved By Engineer-In-Charge. , Providing And Fixing Of Locking System Of Street Light Including Pole Door For Safety Cover Plate Of M.S Sheet Including Weilding, Nut-Bolt Etc. And Painting Of Door Cover Plate With Synthetic Enamel Aluminium Paint. , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- 63 annual periodical maintenance - Dpmcb , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- 125 annual periodical maintenance Tpn , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- 63 annual periodical maintenance - Mccb , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- Ct Operating , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- Tongal Switch , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- Power Contactor 3 Pole (Ml-6) 95 annual periodical maintenance , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- Ampere 0-100/5 Sqmm Flush Type With Selector Switch & 100/5 annual periodical maintenance Ration Cts , Supplying, Installation, Testing And Commissioning Of The Following Material Required For Existing Feeder Panel Including All Accessories For Connetion Etc As Per Site Requirement:- Timer Into The Existing Street Light Panel Box Including All Accessories For Connection Etc. As Per Site Requirement. , Providing And Laying In Position 1:2:4 Reinforced Cement Concrete Foundation Of Size 500 Mm.(L) X 500 Mm. Wide And 1200 Mm. Deep I/C Excavation Of Earth In Hard Rock, Providing Cutting, Bending And Placing In Position, Steel Reinforcement Of Cold Twisted Bars Of 12 Mm. Dia- 1300Mm Long (Approx)- 8 Nos. And Reinforcement Ring Of Cold Twisted Bar Of 8Mm Dia - 2000Mm (Approx) - 10Nos. (With Equal Spacing) For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete As Required With Positioning Of Foundation Bolts (As Per Item Below) And Providing 63 Mm. (O.D) Dwc, Hdpe Pipe Minimum 1 Mtr. For Cable Entry & Exit As Required. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level A) 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. A) Upto 35 Sqmm , Repairing Of Defective/Faulty Cable Connection Inside The Pole Window And Underground Cable By Making Connection With Suitable Size Pvc Insulated Copper Wire, Connector Plate, Thimble And Taping With Insulation Tape For Existing 5 Mtr. To 12 Mtr. Height Gi Pole I/C Testing & Commissioning Etc. Complete As Required At Site , Laying Of Al. Conductor Armoured/Unarmourd Power Cable 1.1 Kv Between Pole To Pole With The Help Of Tower Wagon, Including Supplying Of 10 Swg Gi Wire, In Following Manner, A) Upto 3.5X35 Sqmm. Overhead Tied With Suitable Size Schakle Clamp And Insulator , Painting By Double Coating Aluminium Silver Paint Of Street Light Poles Of Height 8 Mtr Sizes I/C. Pole Brackets Of Various Designs After Cleaning And Scrabbing Of Poles For Removing Of Any Posters/Rusts If There To Give Even Shade Etc. As Reqd. , Earthing With G.I. Earth Pipe 4.5 Meter Long, 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc. With Charcoal/ Coke And Salt As Required. , Supplying And Laying 25Mm X 5Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt,Spring,Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) , Excavation For Cable Trenches In Soft Soil, Depth Upto 1.2 M Including Dressing Of Sides Lift Upto 1.5 M, Including Getting Out The Excavated Soil, Refilling With Sand And Or Good Soil After Laying Of Cable/ Pipe Etc In Layers Of 20 Cm, Ramming, Watering And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 Metres. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required , Deployment Of Hydra Crane With Boom Lift Cage Bracket Or Other Arrangement Of Required Capacity With Fuel And Driver Fro Fixing/Removal/Replacement Of Lights Mounted On Pole, Bracket, Electric Wiring Pole, Pole Window Accessories Etc. As And Required As Per Direction Of Engineer In Charge. , Deployment Of 01 No. Skilled/Wiremanm And 01 Nos. Unskilled Worker/Helper For Day To Day Maintanence, Repairing And Watch &Ward Of The Street Light On The Bundh Roads From Dhansa To Jhatikra For 01 Year Of I&Fc Deptt. , Deployment Of 01 No. Skilled/Wiremanm And 01 Nos. Unskilled Worker/Helper For Night Shift For Maintanence, Repairing And Watch &Ward Of The Street Light On The Bundh Roads From Dhansa To Jhatikra For 01 Year Of I&Fc Deptt.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Delhi View Result →
Jammu and Kashmir View Result →
18.
Power #11303108 AOC
Bids Are invited for White Led Based Solar Home Lighting System With Batten Type Luminary As Per Mnre Specifications (Q3) Total Quantity : 570
Contract Date: Ref. Documents Contract Value : ₹ 39.04 Lakh
Government Departments No of Bidders 6
Jammu and Kashmir View Result →
19.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge In Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
West Bengal View Result →
21.
Agriculture #11290476 Price Bid
Tender for Solar High Mast Tower Light : Luminaries 6 Nos. 50 Watt Led Base Light, Four Arm Bracket & Pole: 12 Mtr. With Each Complete With Panel Box & All Accessories Including Timer Switch, Foundation And Erection & Commissioning At ( 1) Lara More Near Durga Mandir, Vill & Po- Lara, Sonathali Gp, Plot No- 230 Jl No- 206 Under Kashipur Panchayat Samity, (2) Kalidaha Huchukpara More Near Siyada Health Centre, Vill & Po- Kalidaha, Plot No- 1738, Jl No- 76 Under Kashipur Panchayat Samity, (3) Indrabil Pathriyagora Near Maa Kancheswari Mandir, Vill- Pathriyagora, Po- Kalidaha, Plot No- 319, Jl No- 76, (4) Chandra Namopara, Chandra Village, Plot No- 35035/3563, Jl No- 09 Under Puncha Panchayat Samity, (5) Bango, Maru-Masina Gp, Plot No- 1025, Jl No- 49 Under Jhalda-I Panchayat Samity, (6) Gutiya Kalma Gp. Plot No- 2600114, Jl No- 22 Under Jhalda-I Panchayat Samity, (7) Kulajanga More, Vill- Kulajanga, Po- Jargo, Plot No- 775, Jl No- 86 Under Jhalda-I Panchayat Samity, (8) Pokhoriya Village Near Shiva Mandir, Golamara Gp Vill- Pokhoria Under Purulia-Ii Panchayat Samity, (9) Ledabera Village Near Hanuman Mandir Village, Ledabera, Po- Chharra Under Purulia-Ii Panchayat Samity In The Purulia District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
22.
Housing Urban and Rular Development #11283630 AOC
Tender for Conversion Of Conventional Hpsv Luminaries By Led Fittings And Some Allied Works At Kamalgazi Flyover
Contract Date: Jun 24, 2026 Contract Value : ₹ 11.80 Lakh
Local Bodies No of Bidders 4
West Bengal View Result →
23.
Power #11283250 AOC
Bids Are Invited For 12.5 Mtr Latching High Mast Light With 08 Nos 250 W Led Luminaries And Other Accessories , Installation, Testing And Commissioning Charges Total Quantity : 4
Contract Date: Ref. Documents Contract Value : ₹ 14.16 Lakh
Boards / Undertakings / PSU No of Bidders 3
Himachal Pradesh View Result →
24.
Power #11276219 AOC
Procurement Of Different Types Of Led Industrial Luminaries For 210 Mw Atps Mppgcl Chachai. , 18W Integrated Led Batten Madeof Polycarbonate Extrusion Housing. , 80 Watt, Led Well Glass Light , Complete Fitting Luminous Flux : > 8000 Lm Average Lighting Beam Angle = 90 Deg. , 100 Watt, Led Street Light With Lens, Complete Fitting ( Cool White) Lumens : > 10000 Lm Average Lighting Beam Angle = 80 Deg. , 150 Watt,Led Street Light With Lens, Complete Fitting ( Cool White) Lumens : > 15000 Lm Average Lighting Beam Angle = 80 Deg. , 200 W , Led Flood Light With Lens,Complete Fitting ( Cool White) Lumens : > 20000 Lm Average Lighting Beam Angle = 80 Deg. , 200 W Led Hi-Bay Light With Lens, Complete Fitting ( Cool White) Lumens : > 20000 Lm Average Lighting Beam Angle = 80 Deg. , 90 W Well Glass Flame Proof Light Ii A/ Ii B Certification. Lumens : > 9000 Lm Average Lighting Beam Angle = 80 Deg. , 90 W Well Glass Flame Proof Light Ii C Certification Lumens : > 9000 Lm Average Lighting Beam Angle = 80 Deg.
Contract Date: Jun 12, 2026 Contract Value : ₹ 17.22 Lakh
Government Departments No of Bidders 7
Madhya Pradesh View Result →
25.
Agriculture #11274479 Price Bid
Tender for Supply, Erection, Installation & Commissioning Of 9 Mtrs Mini High Mast Light Led Lighting Arrangement Along With Civil Work (Construction & Foundation) A) 9M G.I. Octogonal Pole With Hand Pully/ Metalic Ladder For Maintenance, B) 4*200 Wp Mono Perc Pv Module, C) 4*100 Ah 12.8V Lithium Ferro Phosphate (Lifep04), D) 4*50 Led Luminary (I) At Nangla Paschim Para, Dag No-615, Jl-55, Mouja-Satvaiya Under Bhogali-I G.P Bhangore-Ii Panchayat Samity, (Ii) At Raghunathpur Bazzar, Jl-58, Mouja-Raghunathpur, Under Bhogali-I G.P Bhangore-Ii Panchayat Samity, (Iii) In Front Of Dakhin Gajipur Kabarsthan, Dag No-473, Jl-16, Mouja-Uriyapara, Under Polerhat-I G.P Bhangore-Ii Panchayat Samity In The District Of South 24 Parganas.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
West Bengal View Result →
26.
Agriculture #11274478 Price Bid
Tender for Supply, Erection, Installation & Commissioning Of 9 Mtrs Mini High Mast Light Led Lighting Arrangement Along With Civil Work (Construction & Foundation) A) 9M G.I. Octogonal Pole With Hand Pully/ Metalic Ladder For Maintenance, B) 4*200 Wp Mono Perc Pv Module, C) 4*100 Ah 12.8V Lithium Ferro Phosphate (Lifep04), D) 4*50 Led Luminary (I) At Khamar Ali More, Dag-1255, Ji-18, Mouja-Tona, Under Polerhat-I G.P Bhangore-Ii Panchayat Samity, (Ii) At Noyadabad, Ji No-23, Dag No-801, Mouja-Naydabad, Under Polerhat-Ii G.P Bhangore-Ii Panchayat Samity, (Iii) At Kheyerpur, Dag-2366, Ji-14, Mouja-Swatayan Gaji, Under Polerhat-Ii G.P Bhangore-I Panchayat Samity In The District Of South 24 Parganas.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
West Bengal View Result →
27.
Educational and Research Institute #11259326 Technical Bid
Tender for E-Tender Documents For Supply And Commissioning Of Instruments Required For The Set-Up Of A Laboratory For Assembly, Installation And Maintainance Of Solar Equipment At Prakruti (Cadp) Building, Kbcnmus Tribal Academy, Nandurbar , 0.5 Hp Submersible Pump (Without Cart) , Solar Module , Solar Submersible Pump (Bldc Motor) - 0.5 Hp, - 30 M Head , Pump Controller , Cables Red + Black (M-C) (Dc Cable) , Cables Red + Black (C-P) (Dc Cable) , Cable (Earthing) , Gi Wire Rope , Consumables , Hdpe Pipe , Home Light Demo Unit , Led Light 10W , Dc Converter For Laptop Charging , Fan 18 W , Cable 4 Sq Mm R+B , Cable 2.5Sq Mm R+B , Solar Module 200 W , Solar Battery 100 Ah , Battery Box Trolley- 1 (Fibre) , Portable Home Light Demo Unit , Solar Module , Module Mounting Structure (Mms) Gi (22 Kg Pipe) , Solar Battery , Charge Controller , Battery Box Of Hard Plastic/Fibre , Led Bulb , Copper Cable Red + Black (Module - Ccu) - (Dc Cables) , Consumables , Solar Street Light System 24 W Demo Unit , Solar Module , Street Light With Inbuilt Cr And Battery With Casing , Street Light Pole With Mms And Luminary Armgi , Cables 2C , Consumables , Solar Street Light System 30 W Demo Unit , Solar Module , Street Light With Inbuilt Cr And Battery With Casing , Street Light Pole With Mms And Luminary Armgi , Cables 2C , Consumables , 3.85 Kwp Solar Off - Grid System , Solar Module (144 Cells) Mppt 1: String1: 75 X 1 , Mms,Rcc , Solar Off Grid Inverter , Solar Battery, Vrla Type(375 Ah, 48 V System) , Array Junction Box Ajb With Spd And Mcb. , Battery Junction Box With Protection , Acdb 230 V With Grid Changeover , Lt Junction Box , Earth Bus Bar , Cables Red (M-M), Dc Cable , Cables Black (M-M), Dc Cable , Cables Red (Ajb-I), Dc Cable , Cables Black (Ajb-I), Dc Cable , Inverter To Acdb, Acdb To Load , Cable Battery To Junction Box, To Inverter, Red Dc , Cable Battery To Junction Box, To Inverter, Black Dc , Earthing Cable For Panel And Structure , Earthing Cable Earth Bus To Earth Pit , Earthing Cable For Inverter , Earthing Kit For Ac And Dc ( Including Earthing Rod & Plate & Earthing Powder) , Earthing Kit For Lightening Protection , Lightning Protection System, Passive Type , Consumables , Civil Work Reinforced Cement Concrete , Rms
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Maharashtra View Result →
West Bengal View Result →
29.
Agriculture #11255008 Price Bid
Tender for Installation Of Solar High-Mast Light With 10.5 Mtr. Gi Pole With 50W 6 Nos. Led Luminary I) At Block: Joypur, Gp: Baragram, Mouza: Selani Near Hari Mandir, Jl No.72, Plot No.1139, Ii) At Block: Joypur. Gp: Uparkahan, Mouza: Uparkahan Near Hetkahan Durga Mandir. Ji. No.111. Plot No.3909, Iii) At Block: Joypur, Gp: Ropo, Mouza: Bali Near Bali Hari Mandir, Jl No.17. Plot No.548, Iv) At Block: Joypur, Gp: Ghagra, Mouza: Bangidiri Near Bangidiri Shib Mandir, Jl No.31, Plot No.262, V) At Block: Joypur, Gp: Joypur, Mouza: Barbendya Near Barbendya High School, Jl No.63, Plot No.1258, Vi) At Block: Jhalda-Ii. Gp; Rigid, Mouza: Haratan Near Haratan Hari Mandir, Jl No.172. Plot No.1138, Vii) At Block: Jhalda-Ii, Gp: Hirapur-Adardih, Mouza: R Ur Near R Ur Pry. School, Jl No.242, Plot No.414, Viii) At Block: Jhalda-Ii, Gp: Hirapur-Adardih. Mouja: Chitarpur Hari Mandir, Jl No-229, Plot No.1861/1862, Ix) At Block: Jhalda-Ii, G.P: Tatuara, Mouza: Tatuara Near Tatuara Tematha More. Jl No.205, Plot No.4778 In The Purulia District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
West Bengal View Result →
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West Bengal View Result →
33.
Rural Development #11250007 AOC
Tender for Providing, Erecting And Supplying Various Different Electric Material For 1 Year @Gr Anchayat Kadamwakwasti , Electric Material This Rate Please Mentioned Include Gst Invoice Shall Be Prepared With Gst Tax Whatever Applicable On Material Rate Are Mentione With Gst , Supplying And Erecting Modulartype Switch6a / 10A Isimark Approved Make Duly Erected On Provided Plate And Box With Wiring Connections Complete. , Supplying & Erecting Ms Pole Bracket For Guarding/Lt Oh Line, Fabricated From Angle Iron 50X50x6 Mm And 550 Mm Long For Necessary Nos. Of Provided Insulators And Erecting On Pole With 50X6mm Clamp Complete As Per Specification No. Oh -Pl/Bkt , Making Cement Concrete Foundation Including Excavation (60 X 60 X 150) Cm Deep In 1:3:6 Cement Concrete 20 X 25 Mm Stone Metal, (45 X 45 X 45) Cm /45 Cm Dia. X 45 Cm Height Plinth Duly Plastered, With Necessary Curing And Finishing Complete. (Above 6 M To 9 M Poles) , Supplying And Erecting Steel Tubular Swaged Pole 139.7 X 114.3 X 88.9 Mm. Dia With 4.5X3.65X3.25 Mm Thickness (4.5 + 1.75 + 1.75M) Length Respectively And Total 6 M Long With Pole Cap, Base Plate In Provided Foundation.(Weight 101 Kg.) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 139.7 X 114.3 X 88.9 Mm. Dia With 4.5X3.65X3.25 Mm Thickness (4.5 + 1.75 + 1.75M) Length Respectively And Total 8 M Long With Pole Cap, Base Plate In Provided Foundation.(Weight 101 Kg.) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm. Dia With 4.5 X 4.5 X 3.65 Mm Thickness ( 5 + 2 + 2M ) Length Respectively And Total 9 M Long With Pole Cap, Base Plate In Provided Foundation (Weight 147 Kg) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia With 4.5 X 4.5 X 3.65 Mm. Thickness (5 + 2.5 + 2.5 M) Length Respectively And Total 10 M Long With Pole Cap, Base Plate In Provided Foundation (Weight 160 Kg) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 11 M Long With Pole Cap, Base Plate In Provided Foundation (Weight 175 Kg.) As Per Specification No. . Oh-Pl/Stp , Supplying And Erecting Street Light Bracket For Erection Of Single Fitting On Tubular Welded Pole With 40 Mm. Dia 1.0 M Long B Grade G.I. Pipe Along With Pole Cap Of 125Mm Dia 600 Mm Long Duly Welded As Per Specification No. Fg-Bkt/Bpc , Supplying, Erecting & Marking Dpmcb 40A To 63A, B- Series (For Lighting) In Provided Distribution Board As Per Specification No. Swswr/Mcb , Supplying And Erecting Insulated D.P. Switch Surface Type/Flush Type 32A 240Vwith Indicator Lamp & Fuse , Supplying And Erecting Programmable Digital Almanactimer Microcontroller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respectively , Supplying Pvc Insulated Pvc Round Sheathed 1.5 Sq.Mm (30 No. X 0.25 Mm Dia.) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv , Supplying And Erecting Pvc Insulated Pvc Round Sheathed 2.5 Sq.Mm (50 No. X 0.25 Mm Dia.) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv , Supplying And Erectingled Street Light Fitting Suitable For 26W To 36W Led Street Light, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Bajaj , Supplying And Erecting Led Street Light Fitting Suitable For Above 40W To 48W Lamp, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification No Bajaj. Fgodf/Fls2. , Supplying And Erecting Led Street Light Fitting Suitable For 60W Lamp, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete As Per Specification Bajaj No Fg Odf/Fls-2. , Supplying And Erecting Led Street Light Fitting Suitable For Above 70W- 75 Lamp, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls2 , Supplying And Erectingled Street Light Fitting Suitable For 90 W Led Street Light, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Bajaj , Supplying And Erecting Led Street Light Fitting 100W, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2. , Supplying And Erecting Led Street Light Fitting 120 W, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2. , Supplying And Erecting Led Street Light Fitting 150 W, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2 , Supplying And Erecting Led Flood Light Fitting Of 120W, Including Lamp, With providing fixing 0.95,Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg Odf/Fls-2 , 2-5-17 Supplying And Erecting Led Flood Light Fitting Of 150W, Including Lamp, With providing fixing 0.95,Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2 , Supplying And Erecting Street Light Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6M. In Length Along With Pole Cap Of 300 Mm Length And 80 Mm Dia Duly Welded With Provided Leads As Per Specification Jno. Fg-Bkt/Bpc(2-9-2) , Supplying And Erecting Street Light Wall Bracket Made From 25 Mm. Dia ‘B Class G.I. Pipe 1.2 M In Total Length Complete As Per Specification No. Fg-Bkt/Wb(2-9-3) , Supplying & Laying Pvc Armoured Cable 4Core 6Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 10 Sq Mm 7-1-15 , Supplying & Laying Pvc Armoured Cable 2Core 10 Sq Mm , Supplying & Laying Pvc Armoured Cable 2Core 6 Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 16 Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 25 Sq Mm , Supplying, Erecting & Terminating Xlpe Armoured Cable 3½ Core 70 Sq. Mm. Aluminium Conductor , Supplying, Erecting & Terminating Xlpe Armoured Cable 3½ Core 95 Sq. Mm. Aluminium Conductor , Supplying, Erecting & Terminating Xlpe Armoured Cable 3½ Core 120 Sq. Mm. Aluminium Conductor With Continuous , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series (For Lighting) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A Bseries (For Lighting) , Supplying, Erecting & Marking Fpmcb 40A To 63A In Provided Distribution Board , Supplying & Erecting Crimping Type Aluminium Lugs For Cable Upto 16 Sq Mm Complete , Supplying & Erecting Crimping Type Coper Lugs For Cable Upto 1.5 To 6Sq Mm Complete... , Supplying And Erecting Two Pole Power Contactor 250V 32A For Time Switch Complete Erected On Wooden Block/Provided Box, With Necessary Materials. , Supplying & Erecting Mains With2x1.5 Sq.Mm F.R Copperpvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole , Supplying & Erecting Mains With 2X4 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole/Bus Bars Or Any Other Places. As Per Specification No: Gma/Bw , Supplying And Erecting Mains With Isi Mark Wp2 X 6 Sq. Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires On G.I. Bearer Wire No. 8 Swg 1-4-3 , Supplying And Erecting Mains With Isi Mark Wp2 X 2.5 Sq Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires On G.I. Bearer Wire , Supplying And Erecting Mains With Isi Mark Wp2 X 10.00 Sq Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires On G.I. Bearer Wire , 25 Amp, 32 annual periodical maintenance Three Phase L/T Contactor , Insulation Tape , Water Proof Tape , Cable Joint Kit Upto 25 Sq. Mm Cable , Cable Joint Kit Upto 35Sq. Mm To 95 Sq Mm Cable , Cable Joint Kit Upto 120Sq. Mm To 185 Sq Mm Cable , Cement Street Light Pole Clamp With Nut Bolt , M.S. Street Light Pole Clamp With Nut Bolt , Servicing And Primary Maintenance Of Street Light Pole 1 Visit Per Month Pole Included And Also Call Basis. Checking All Wire Connections, Nut Bolt Tighting, Lugs Connection. Old Light Changing & Service Wire Conection Labour Works Etc. , Supplying And Laying (Including Excavation Of Suitable Width & Depth Up To 90 Cm) 50 Mm Outside Dia. Double Wall Corrugated Pipes(Dwc) Of Hdpe For Enclosing Cable Below Ground/Road Surface, To Required Depth Complete. , Servicing And Primary Maintenance For Street Light Pole. , Light Poles Painting In Silver Colour , 26W Led Light To 100W Led Light Repairing , Old Pole Shifting, Rework And Foundation Work Per Pole Etc. , Supply &Fixing Of Shakle Hardware With Nut Bolt , Supply And Installation Of Mini Feeder Pillar With Stand , Reinforced Cement Concrete Road Cheasling Charges With Tractor Breaker (1 Hours) , Tree Triming For Overhead Line , Supplying & Erecting Street Light Control Panel Outdoor Type, For Single Phase 2 Wire System Having In Built Astronomical Adjustable Programmable Timer With Minimum 5 Years Battery Backup, 2 Pole Contactor Upto 60 A, With Maintenance Mode To Switch On Street Lights During Time Of Repairs With Energy Consumption Data Recording For Analysis And Lcd Display For Energy Monitoring With Numeric Key Pad In Provided Box Complete. , Supplying & Erecting Street Light Control Panel Outdoor Type, For Three Phase 4 Wire System Having In Built Astronomical Adjustable Programmable Timer With Minimum 5 Years Battery Backup, 4 Pole Contactor Upto 60 A, With Maintenance Mode To Switch On Street Lights During Time Of Repairs With Energy Consumption Data Recording For Analysis And Lcd Display For Energy Monitoring With Numeric Key Pad In Provided Box Complete , Servicing And Primary Maintenance Of Solar Light Pole 1 Visit In Month Included And Also Call Basis. Checking All Wire Connections, Nut Bolt Tighting, Lugs Connection, Timer Working Condition And Panel Cleaning , Supplying, Installing, Testing And Commissioning Solar Street Light Pole Comprising Of 9 W Led Fitting, 12V 18Ah Maintenance Free Lithium Battery, Min. 40 Wp Spv Module, Ms Powder Coated Battery Box Weather Proof, Mounted On 75/80 Mm Dia. B-Grade Gi Pole Of 6 M. Height Along With Brackets, Foundation, Earthling And Necessary Accessories Complete. Specification No. Esd-Sol-Stl ( With 5 Years Warrantee ) , 4-3-13 Supplying, Installing, Testing And Commissioning Solar Street Light Pole Comprising Of 12W X 2 Nos. Led Fittings, 12V Min. 100Ah Maintenance Free Lithium Battery, Min. 120Wp Spv Module, Ms Powder Coated Battery Box Weather Proof, Mounted On 75/80 Mm Dia. B-Grade Gi Pole Of 6 M. Height Along With Brackets, Foundation, Earthling And Necessary Accessories Complete. Specification No. Esdsol-Stl , Providing Rental Basis Hydraulic Bucket Vehicle Of Highth 13 Mtr. And Weight Capacity 200 Kg With Driver, Oprator And Disel Etc. For Per Day Basis.. , Providing & Erecting 7 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 130 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification Bajaj No.Oh-Pl/Opl. , Providing & Erecting 9 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 155 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Opl , Providing & Erecting 10 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 175 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Opl , Providing & Erecting 11 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 210 Mm A/F, Top 90 Mm A/F On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Opl , Supplying And Erecting Outdoor Stand Mounted Feeder Pillar For Highmast Of The Same Manufacturer With 63A Tpn Mcb Incomer, Single Dial Timer Switch, 45A Tp Contactor For Automatic Switching Of Luminaries, 2 Nos 9A Contactors And Raise/Lower Push Button, And Provision For Termination Of Adequate Size Of Incoming And Outgoing Cables Erected In Min. 14 Swg Crca Sheet Box Powder Coated With Supporting Angles, Self-Lock, Gasket And Slanting Top Erected With cement concrete Foundation Complete , Supplying And Erecting 12.5 M (Clear Height) High Mast (Top 150Mm, Bottom- 360Mm) With Lowering And Raising Motorized Unit, Lantern Carriage Assembly Suitable For Max. 6 Nos. Luminaries And Its Control Gear Box, Lightning Finial Arrangement For Fixing Aviation Light And Foundation Bolts On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Hm (Excluding Luminaries ). , Making Cement Concrete Foundation Including Excavation (60 X 60) Cm X Deep 1/6 Of Pole Length In 1:3:6 Cement Concrete 20 X 25 Mm Stone Metal, 45 Cm X 45 Cm X 45 Cm /45 Cm Dia. X 45 Cm. Height Plinth Duly Plastered, With Necessary Curing And Finishing Complete. (For Above 9 M Poles) , Supplying And Erecting Mini Feeder Pillar Triple Pole With 200A Fpmccb As Incomer And 2 Outgoing Circuits With Hrc Fuse Base And Cartridge Of 100A Consists Of Aluminium Bus Bar 500 V 200 A Complete Erected In 14 Gauge Crca Sheet Box With Supporting Angles, Self-Locks, Gasket And Slanting Top To Be Erected On Provided Foundation As Per Specification No. Sw-Swr/Mfp , Supplying & Erecting Street Light Control Panel In Powder Coated Crca 14/16 Swg Sheet, Outdoor Type, Single Phase, 240 V Consisted Of Suitable Rating Contactor, 24 Hrs Digital / Astronomical Time Switch With Minimum 5 Years Battery Backup, Spn Mcb 63 A Auto/Manual Selector Switch,On/Off Push Buttons, Indicator Lamps, Control Wiring, Metering Device, Etc For Automatic Operation & Overcurrent, Short Circuit, Earth Fault Protection Of Street Lights Upto The Max Load Of 12 Kw On Provided Iron Frame / cement concrete Foundation Complete. , Providing Earthing With Galvanized Iron Earth Plate Size 60 X 60 X 0.6 Cm Complete With All Materials, Testing & Recording The Results As Per Specification No. Ea-Ep , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep , Supplying And Erecting Regular/ Standard Model Ceiling Fan Of 600Mm. Sweep Complete Erected In Position As Per Specification No. Fg-Fn/Cf , Supplying And Erecting Regular/ Standard Model Ceiling Fan Of 900 /1050 Mm. Sweep Complete Erected In Position As Per Specification No. Fg-Fn/Cf , Supplying & Fixing Anchor Type Fastener Fan Hook, With 2 Nos. Of 10 Mm Dia X 75 Mm Long With Necessary Materials For Ceiling Fan. , 36 Watt Pcb , 36 Watt Driver , 50-60 Watt Pcb , 50-60 Watt Driver , 70 Watt Pcb , 70 Watt Driver , Highmast Repairing 100-150 Watt , Service Wire 4 Sq.Mm Isi Mark 2 Core , Service Wire 6 Sq.Mm Isi Mark 2 Core , Service Wire 10 Sq.Mm Isi Mark 2 Core , Frp Box Of Size 300 X200 X125 Mm 2.7Mm Thickness , 12W Led Bulb , 14W Led Bulb , 18W Led Bulb , 100 W Bulb , 200 W Bulb , 35 annual periodical maintenance Kitkat Fuse , 63 annual periodical maintenance Kitkat Fuse , Servie Reel Pvc , Retrofit T8 Led 18/20 Tube Light , Lamp Holder China Clay , Lamp Holder (Pendent) , 5Am Shocket Armor , 5Am Sawich Armor , Miter Box Singal Phase Pvc 300X150x420 , Miter Box 3Phase Pvc 540X600x200 , Miter Box Coted , 8M Sarfes Box & Pleat , Rsj Pole 9 Mtr , V Cross Arm 22 Kv , Cut Pont Set 22 Kv , Pin Insulater22 Kv , Disc Insulater 22 Kv , Nut Bolt , Conductor 55 Sq Mm Aac , Ht Stay Set , Lt Stay Set , Stay Wire , Gi Wire 8 Swg , Pole Errection , Conductor Errection , V Cros Fixing , Cutpoint Fixing , Mcb Box Metal 3Way , Supply Of Tiranga Pole As Per Sepcifucation 139.7Mm Od Pipe - 3Mtr 114.3Mm Od Pipe 1Mtr - 03 Nos 88.9Mm- Od Pipe - 2 Mtr Total 8 Mtr Pole , Day &Night Motin Sensor Auto On/Off Light Electronics(With Drayvar) , 9 Mtr. Pole Solar High Mast System: A) Solar Led Luminaries / Flood Light Wattage Should Be Of 50 Watt -- 6 Nos. B) Led Should Be Of/Powered By Philips/ Osaram Or Equivalent Reputed Brand. C) Battery Should Be Of Lithium Ion / Li Sepo4 (Lithium Ferro Phosphate) D) Battery Capacity Should Be Atleast 100 Ah --- 6 Nos. E) Solar Panel Should Be Of 330 Watt --- 6 Nos. F) Pole Should Be Polygonal. The Mast Should Be Hot Dip Galvanized 20 , 6 Mtr. Pole Solar High Mast System: A) Solar Led Luminaries / Flood Light Wattage Should Be Of 50 Watt -- 4 Nos. B) Led Should Be Of/Powered By Philips/ Osaram Or Equivalent Reputed Brand. C) Battery Should Be Of Lithium Ion / Li Sepo4 (Lithium Ferro Phosphate) D) Battery Capacity Should Be Atleast 100 Ah --- 4 Nos. E) Solar Panel Should Be Of 330 Watt --- 4 Nos. F) Pole Should Be Polygonal. The Mast Should Be Hot Dip Galvanized 20 , Gst Charges
Contract Date: Jun 08, 2026 Contract Value : ₹ 14.78 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
34.
Railways #11248460 AOC
Supply Of supply, and installation of composite structural grating panels for led luminaries 2 x 2 feet with strengthening of existing support structure having following specifications: , supply, and installation of composite structural grating panels for led luminaries 2 x 2 feet with strengthening of existing support structure having following specifications: 620 mm x 620 mm size acoustic (air-guard) rigid pvc grid 12 m m thickness with 0.25mm coated aluminum tegular edge, sag and mold resistance, honeycomb octagon indents for acoustic n oise cancellation, 350 micron polyurethane lamination for surface area of 175 sqm, on a 9/16- 2 mm thickness aluminum matri x grid using stainless steel concrete anchors and snap head ss screws with align key adjustments. qty- 175sqm/set [ warrant y period: 12 months after the date of delivery ] [quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: max 8 lacs ] ]
Contract Date: Jun 08, 2026 Contract Value : ₹ 2.28 Lakh
Government Departments No of Bidders 1
Tamil Nadu View Result →
West Bengal View Result →
West Bengal View Result →
West Bengal View Result →
West Bengal View Result →
West Bengal View Result →
West Bengal View Result →
West Bengal View Result →
42.
Drinking Water Supply and Sanitation #11235565 AOC
Tender for Purchase Of New Led Street Light In Nagercoill Corporation , Purchase Of New Led Street Light , Supply And Delivery Of 20W Led Street Light Fitting. With Minimum Of 300Mm Length Of 3 Core 1Sq.Mm Copper Cable And Male Connector Including Cost And Conveyance Of All Material Complete As Per Section 6 Of Bid Document Standard Technical Specification , Supply And Delivery Of 1.2 Meter, 32Mm Dia Gi Bracket Suitable For The Led Fittings For 20W With 2 Sets Of Gi Clamps And Necessary Bolts And Nuts , Supply, Delivery And Installation Of 3 Core 1.0 Sq.Mm Copper Cable With Length Of 2 Meters With 2 Nos Of Bimetal Hook Connector In One End And Ip 66 Female Connector In The Other End Suitable To Connect Male Connector In The Led Fittings As Per Technical Specification ( New Lights And Existing Lights) , Installation Of Fittings And Clamp Set Then Fixing New 20W Led Luminaries Including Of All Labour Charges And Transport Charges , Supply And Delivery Of 70W Led Street Light Fitting. With Minimum Of 300Mm Length Of 3 Core 1Sq.Mm Copper Cable And Male Connector Including Cost And Conveyance Of All Material Complete As Per Section 6 Of Bid Document Standard Technical Specification , Supply And Delivery Of 1.2 Meter, 40Mm Dia Gi Bracket Suitable For The Led Fittings For 60W To 72W With 2 Sets Of Gi Clamps And Necessary Bolts And Nuts , Supply, Delivery And Installation Of 3 Core 1.0 Sq.Mm Copper Cable With Length Of 2 Meters With 2 Nos Of Bimetal Hook Connector In One End And Ip 66 Female Connector In The Other End Suitable To Connect Male Connector In The Led Fittings As Per Technical Specification ( New Lights And Existing Lights) , Installation Of Fixing 70W Led Luminaries Including Of All Labour Charges And Transport Charges , Supply And Delivery Of 120W Led Street Light Fitting With Dimmable Driver With Suitable Socket, Minimum Of 300Mm Length Of 3 Core 1Sq.Mm Copper Cable And Ip66 Male Connector Complete As Per Technical Specification Mentioned In The Tender Docume
Contract Date: Jun 05, 2026 Contract Value : ₹ 73.32 Lakh
Local Bodies No of Bidders 2
Tamil Nadu View Result →
West Bengal View Result →
44.
Power #11223257 Technical Bid
Tender for Rate Contract Of Supply Of Different Materials For Upkeep And Maintenance Of Distribution System For The Year 2026-27 , Supply Of : , 11 Kv Link Set (Station Type) Suitable For 800 annual periodical maintenance Current Capacity. (Is: 9920 (Part-I To Iv)) With 8 Mm Copper Knife , 11 Kv Link Set (Line Type) Heavy Duty. Suitable For 800 annual periodical maintenance Current Capacity. (Is: 9920 (Part-I To Iv)) With 8 Mm Copper Knife , 11 Kv Air Break Switch With Pipe & Handle Complete (3 Phase, 600 Amp) (Is: 9920 (Part-I To Iv)) , 11 Kv Drop Out Fuse Set 3 Phase 400A (Is:9385 (Part-I To Iii) As Amended Upto Date) , Gapless Surge Arrestor, 9 Kv, 10 Kv, La With (Polymer/Porcelain) Housing, Stn. Type (Is: 3070 Part-3) , 11 Kv Pin Insulator With Pins 12 Kn. (Is:731 And Is:3188) , Lt Shackle Insulators With Mukki Clamps (16 Kn) Of Standard Make With Nuts And Bolts , Galvanised Nuts And Bolts Of Sizes. 6,7,8,9,11,12X1/2 Dia Half Thread. , G.I Wire 8 Swg. , Guy Wire 7/14 Swg. , Guy Rods With Turn Buckle 5 Long Complete , 11 Kv Tension Disc/Suspension Disc (Is:731 And Is:3188) , Fabricated Gi Channel, X-Arms Of Sizes (75X40x6) Mm (50X50x6)Mm And (100X50x6) Mm. , Fabricated Gi Angle, (50X50x6mm) , Al. Solderless Clamps Suitable For Transformer1000 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer630 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer400/500 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer250 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer100 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer63 Kva As Per Relevant Is , Aluminium Thimbles 1 Mva As Per Relevant Is , Aluminium Thimbles 630 Mm2 As Per Relevant Is , Aluminium Thimbles 500 Mm2 As Per Relevant Is , Aluminium Thimbles 400 Mm2 As Per Relevant Is , Aluminium Thimbles 300 Mm2 As Per Relevant Is , Aluminium Thimbles 240 Mm2 As Per Relevant Is , Aluminium Thimbles 185 Mm2 As Per Relevant Is , Aluminium Thimbles 120 Mm2 As Per Relevant Is , Aluminium Thimbles 95 Mm2 As Per Relevant Is , Aluminium Thimbles 70 Mm2 As Per Relevant Is , Aluminium Thimbles 35 Mm2 As Per Relevant Is , Aluminium Thimbles 25 Mm2 As Per Relevant Is , Aluminium Thimbles 16 Mm2 As Per Relevant Is , 35 Mm Sq, 11 Kv Aerial Bunched Cable 3 Core + Earth , Xlpe As Per (Is 7098 Part 2 Ammneded Upto Date) Polycab/Havells/Paramount/Gloster , 50 Mm Sq,11 Kv Aerial Bunched Cable 3 Core + Earth , Xlpe As Per (Is 7098 Part 2 Ammneded Upto Date) Polycab/Havells/Paramount/Gloster , 70 Mm Sq,11 Kv Aerial Bunched Cable 3 Core + Earth , Xlpe As Per (Is 7098 Part 2 Ammneded Upto Date) Polycab/Havells/Paramount/Gloster , 95 Mm Sq,11 Kv Aerial Bunched Cable 3 Core + Earth , Xlpe As Per (Is 7098 Part 2 Ammneded Upto Date) Polycab/Havells/Paramount/Gloster , 120 Mm Sq,11 Kv Aerial Bunched Cable 3 Core + Earth , Xlpe As Per (Is 7098 Part 2 Ammneded Upto Date) Polycab/Havells/Paramount/Gloster , 16 Mm2 Single Phase Cable 1.1 Kv Grade, Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 25 Mm2 Single Phase Cable 1.1 Kv Grade, Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 50 Mm2 Single Phase Cable 1.1 Kv Grade, Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 185 Mm2 Single Phase Cable 1.1 Kv Grade, Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 240 Mm2 Single Phase Cable 1.1 Kv Grade, Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 300 Mm2 Single Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 400 Mm2 Single Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 630 Mm2 Single Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 25 Mm2 3.5 Core Armoured Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 35 Mm2 3.5 Core Armoured Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 50 Mm2 3.5 Core Armoured Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 185 Mm2 3.5 Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 240 Mm2 3.5 Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 300 Mm2 3.5 Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 400 Mm2 3.5 Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , 630 Mm2 3.5 Core Cable 1.1 Kv Grade,Xlpe Insulated Stranded Conductor Frls Type (Is 7098 Ammended Upto Date) Polycab/Havells/Paramount/Gloster , Galvanized Earthing Strips 50Mm X3mm. , Bobin Insulators Clamps/Cliffs. , Back Clamp Collars/Pole Collars G.I. , Galvanized Abc Cable Hooks/I Hooks , Aluminum Paint (Asian/Nerolac/Berger) Make. , Red Oxide Paint (Asian/Nerolac/Berger) Make. , 11 Kv Heat Shrinkable Outdoor Cable Termination Kit Of Sizes , 11 Kv Heat Shrinkable Outdoor Cable Jointing Kit Of Sizes , 300 Mm Sq 11 Kv Heat Shrinkable Cable Jointing Kit , 11 Mtr. (Is 2713 540 Sp 56)Steel Tubular Poles , 9 Mtr. (Is 2713 540 Sp 33)Steel Tubular Poles , 8 Mtr. (Is 2713 540 Sp 15)Steel Tubular Poles , 30Mm2 Acsr Conductor Is: 398(Part-Ii) Ammended Upto Date , 50Mm2 Acsr Conductor Is: 398(Part-Ii) Ammended Upto Date , 100Mm2 Acsr Conductor Is: 398(Part-Ii) Ammended Upto Date , 630 annual periodical maintenance 3 Pole Thermal Magnetic Mccbs Having Adjustable Thermal (0.8 In-1.0 In) . With Fixed Magnetic Setting Of 10*In, Breaking Capacity Not Less Than 50Ka (Ics=Icu=100%), With Spreader Links, Phase Barriers, & Direct Mounting Rotary Operating Mechanism(Rom). The Rom Shall Be Lockable In Off Position. The Mccb Should Be Ce Marked And Shall Conform To Iec:60947-2-2003 Standards. The Mccb Shall Have A Maximum Operational Voltage (Ue) 690V, Insulation Voltage (Ui) 1000V, And Impulse Withstand Voltage (Uimp) 8Kv. Mccbs Shall Be Actuated By A Rotary-Handle That Clearly Indicates The Three Distinctive Positions: On, Off And Tripped, Total Opening Time 10Msec, Mechanical Life 25000 Operations & Electrical Life @415V Ac 10000 Operations. (Make: Abb/Eaton/Havells/Legrand/L&T/Schneider/Siemens) , 400 annual periodical maintenance 3 Pole Thermal Magnetic Mccbs Having Adjustable Thermal (0.8 In-1.0 In) . With Fixed Magnetic Setting Of 10*In, Breaking Capacity Not Less Than 50Ka (Ics=Icu=100%), With Spreader Links, Phase Barriers, & Direct Mounting Rotary Operating Mechanism(Rom). The Rom Shall Be Lockable In Off Position. The Mccb Should Be Ce Marked And Shall Conform To Iec:60947-2-2003 Standards. The Mccb Shall Have A Maximum Operational Voltage (Ue) 690V, Insulation Voltage (Ui) 1000V, And Impulse Withstand Voltage (Uimp) 8Kv. Mccbs Shall Be Actuated By A Rotary-Handle That Clearly Indicates The Three Distinctive Positions: On, Off And Tripped, Total Opening Time 10Msec, Mechanical Life 25000 Operations & Electrical Life @415V Ac 10000 Operations. (Make: Abb/Eaton/Havells/Legrand/L&T/Schneider/Siemens) , 200 annual periodical maintenance 3 Pole Thermal Magnetic Mccbs Having Adjustable Thermal (0.8 In-1.0 In) . With Fixed Magnetic Setting Of 10*In, Breaking Capacity Not Less Than 50Ka (Ics=Icu=100%), With Spreader Links, Phase Barriers, & Direct Mounting Rotary Operating Mechanism(Rom). The Rom Shall Be Lockable In Off Position. The Mccb Should Be Ce Marked And Shall Conform To Iec:60947-2-2003 Standards. The Mccb Shall Have A Maximum Operational Voltage (Ue) 690V, Insulation Voltage (Ui) 1000V, And Impulse Withstand Voltage (Uimp) 8Kv. Mccbs Shall Be Actuated By A Rotary-Handle That Clearly Indicates The Three Distinctive Positions: On, Off And Tripped, Total Opening Time 10Msec, Mechanical Life 25000 Operations & Electrical Life @415V Ac 10000 Operations. (Make: Abb/Eaton/Havells/Legrand/L&T/Schneider/Siemens) , 160 annual periodical maintenance 3 Pole Thermal Magnetic Mccbs Having Adjustable Thermal (0.8 In-1.0 In) . With Fixed Magnetic Setting Of 10*In, Breaking Capacity Not Less Than 50Ka (Ics=Icu=100%), With Spreader Links, Phase Barriers, & Direct Mounting Rotary Operating Mechanism(Rom). The Rom Shall Be Lockable In Off Position. The Mccb Should Be Ce Marked And Shall Conform To Iec:60947-2-2003 Standards. The Mccb Shall Have A Maximum Operational Voltage (Ue) 690V, Insulation Voltage (Ui) 1000V, And Impulse Withstand Voltage (Uimp) 8Kv. Mccbs Shall Be Actuated By A Rotary-Handle That Clearly Indicates The Three Distinctive Positions: On, Off And Tripped, Total Opening Time 10Msec, Mechanical Life 25000 Operations & Electrical Life @415V Ac 10000 Operations. (Make: Abb/Eaton/Havells/Legrand/L&T/Schneider/Siemens) , 100 annual periodical maintenance 3 Pole Thermal Magnetic Mccbs Having Adjustable Thermal (0.8 In-1.0 In) . With Fixed Magnetic Setting Of 10*In, Breaking Capacity Not Less Than 50Ka (Ics=Icu=100%), With Spreader Links, Phase Barriers, & Direct Mounting Rotary Operating Mechanism(Rom). The Rom Shall Be Lockable In Off Position. The Mccb Should Be Ce Marked And Shall Conform To Iec:60947-2-2003 Standards. The Mccb Shall Have A Maximum Operational Voltage (Ue) 690V, Insulation Voltage (Ui) 1000V, And Impulse Withstand Voltage (Uimp) 8Kv. Mccbs Shall Be Actuated By A Rotary-Handle That Clearly Indicates The Three Distinctive Positions: On, Off And Tripped, Total Opening Time 10Msec, Mechanical Life 25000 Operations & Electrical Life @415V Ac 10000 Operations. (Make: Abb/Eaton/Havells/Legrand/L&T/Schneider/Siemens) , 63 annual periodical maintenance 3 Pole Thermal Magnetic Mccbs Having Adjustable Thermal (0.8 In-1.0 In) . With Fixed Magnetic Setting Of 10*In, Breaking Capacity Not Less Than 50Ka (Ics=Icu=100%), With Spreader Links, Phase Barriers, & Direct Mounting Rotary Operating Mechanism(Rom). The Rom Shall Be Lockable In Off Position. The Mccb Should Be Ce Marked And Shall Conform To Iec:60947-2-2003 Standards. The Mccb Shall Have A Maximum Operational Voltage (Ue) 690V, Insulation Voltage (Ui) 1000V, And Impulse Withstand Voltage (Uimp) 8Kv. Mccbs Shall Be Actuated By A Rotary-Handle That Clearly Indicates The Three Distinctive Positions: On, Off And Tripped, Total Opening Time 10Msec, Mechanical Life 25000 Operations & Electrical Life @415V Ac 10000 Operations. (Make: Abb/Eaton/Havells/Legrand/L&T/Schneider/Siemens) , Rubber Shoes Sole Insulation Is 4770 Ammended Upto Date And Working Potential Of 11 Kv , 20 Feet Long , 11 Kv Discharge Rod Set ( Each Set Containing 3 No Rods), Copper Electrode , Manufactured From Fibre Reinforced Plastic Material , Having Hv Test Of 110 Kv, Push Button Locking Sytem, Crocodile Grounding Clamp , Rubber Clading To Hold, Die Cast Alu. Earthing Instrument For 30Mm Diameter (With 4 Sq Mm Copper Cable 8 Mtrs; Top Section Diameter 25 Mm And Bottom Section Diameter 45 Mm) With Earthing Spike Of Standard Make , Battery Operated 11-33 Kv Voltage Detector (Cpri Tested) Complete Kit Including Hv Detector Probe, 20 Feet Frp Insulation Stick, Carrying Bag. The Detector Should Have Audio As Well As Visual Anunciation, Sensing Distance Of 1 Meter For 11Kv And 3 Meters For 33Kv. Bright High Intensity Red Leds For Visual Annunciation Even In Unfavourable Daylight Conditions And A Buzzer To Produce Loud Beep Audible Even In Noisy Backgrounds , Natural Latex 11Kv Rubber Gloves (Type-2 Is 4770; Isi Mark) With Test Voltage =17000 V And Working Voltage Of 11000 With Maximum Leakage Current At Tets Voltage Of 14Ma (Rms) [ Isi Mark And Is Conformation On Each Glove] , White Color Industrial Safety Helmets (Is 2925) With Chin-Strap And Nape-Strap With Flammability Resistance, Electrical Resistance, Water Absorption, Heat Resistance As Per Is 2925 [ Isi Mark And Is Conformation On Each Helmet] , Yellow Color Industrial Safety Helmets (Is 2925) With Chin-Strap And Nape-Strap With Flammability Resistance, Electrical Resistance, Water Absorption, Heat Resistance As Per Is 2925 [ Isi Mark And Is Conformation On Each Helmet] , Safety Belt With Static And Dynamic Loading Completely As Per Is 3521 [ Isi Mark And Is Conformation On Each Belt] , Uk Size 6 And Below Safety Shoe For 11-33Kv Working Environment Completely As Per Is 15298 Iso 20344 [ Isi Mark And Is Conformation On Each Shoe] , Uk Size 7 Safety Shoe For 11-33Kv Working Environment Completely As Per Is 15298 Iso 20344 [ Isi Mark And Is Conformation On Each Shoe] , Uk Size 8 Safety Shoe For 11-33Kv Working Environment Completely As Per Is 15298 Iso 20344 [ Isi Mark And Is Conformation On Each Shoe] , Uk Size 9 Safety Shoe For 11-33Kv Working Environment Completely As Per Is 15298 Iso 20344 [ Isi Mark And Is Conformation On Each Shoe] , Uk Size 10 And Above Safety Shoe For 11-33Kv Working Environment Completely As Per Is 15298 Iso 20344 [ Isi Mark And Is Conformation On Each Shoe] , Complete Tool Kit ( Screw Driver -4 No, Plier-1 No, Spanner (6 To 36)-1 Set, Wrench 12-1 No, Measuring Tape 25 Mtr-1 No, Hexa Frame With Blade-1 No, Tester-1 No, L Key -1 Set And Combination Spanner (6 To 36)-1 Set Bosch/Dewalt/Taparia , Clamp Meter, Conforms To Iec 61010, Cat Ii 600V Safety Rated, 600A Ac Current Measurement, Ac/Dc Voltage, Resistance, Continuity & Data Hold Function, 2 Years Manufacturer Warranty [Fluke/Digi Sense/ Motwane/Extech] , 18 Feet Fiber Link Rod , 18 Feet Bamboo Link Rod , Manually Operated Megger (500/1000 Mega Oms) , Lt Fuse Set (630 Amp) 11 Kv Polymer Type , Gi Chemical Earthing 2 Mtr With Chemical Bag , Search Light (Led) 1 Km Range , Bamboo Ladder 18 Long , Aluminium Folding Ladder 20 Ft Long , Wooden Ladder A Class Budloo [Finished Length Of 17 (3 By 1.5) ; Finished Step (2 By 1.5 ) ; Bottom Width 18; Step To Step Distance 13] Alongwith Ms Straps On Both Side Of Each Step , 16 Mm² Cable (2C) From Lt Line To Meter ,1.1K V Grade, Armoured, Pvc Insulated Stranded Conductor Frls Type (Is 1554 Part 1 Ammended Upto Date) Polycab/Havells/Paramount/Or Equivalent , Single Phase Smd Box With Bus Bar (8 Way) , Three Phase Smd Box With Bus Bar (12 Way) , Anti Climbing Devices With Clamps , Sl Clamp , Lt Shackles With D Clamp , Suspension/ Tension Clamps With Eye Hook , Danger Plate , Pole Butt , Eye Bolt , 35 Mm² Ab (Lt) Cable ( 3 X 35 + 1 X 16 + 1 X 25 Insulated) Mm² Xlpe (1.1Kv, 3+1 C, Al) , 50 Mm² Ab (Lt) Cable ( 3 X 50 + 1 X 16 + 1 X 35 Insulated)Mm² Xlpe (1.1Kv, 3+1 C, Al) , 70 Mm² Ab (Lt) Cable ( 3 X 70 + 1 X 16 + 1 X 50 Insulated) Mm² Xlpe (1.1Kv, 3+1 C, Al) , 120 Mm² Ab (Lt) Cable ( 3 X 120 + 1 X 25 + 1 X 95 Insulated) Mm² Xlpe (1.1Kv, 3+1 C, Al) , Smdbs Single Phase , Smdbs Three Phase , Hoose Pipe 1.5 , 300 Mm Sq Ab Ht Cable Single Core , 45 Watt Led Luminary Energy Saving & Enviromentally Friendly Long Life Led Street Light Almunium Die-Cast Housing (Ip 66 Protection Sun-Beam Seno) Certified By Bis,Roh,Ce With Two Years Warrenty After Date Of Commissioning , 70 Watt Led Luminary Energy Saving & Enviromentally Friendly Long Life Led Street Light Almunium Die-Cast Housing (Ip 66 Protection Sun-Beam Seno) Certified By Bis,Roh,Ce With Two Years Warrenty After Date Of Commissioning , 3/4 Pvc Pipe For Service Line Fixing On Pole With Ties Belt , 200 Watt Led Flood Light/Luminaries Ip 66 With Bis, Roh Ce & Company Scaner Bar-Code , 150 Wattled Flood Light Ip 66 With Bis, Roh Ce & Company Scaner Bar-Code , 110 Watt Led Light Ip 66 Cerified With Bis, Roh Ce & Company Scaner Bar-Code , 130 Watt Led Light /Luminaries Ip 66 With Bis, Roh Ce & Company Scaner Bar-Code , 90 Watt Led Lights / Luminaries Flood Light Ip 66 With Bis, Roh Ce & Company Scaner Bar-Code , Led Drivers For 200 Watt Led Lights , Led Driver 130 Watt Led Light Of Standar Make Pasted With Company Scaner Code , Led Driver For 120 Watt Led Lights Pasted With Company Scaner Code , Led Driver 110 Watt Led Light Pasted With Company Scaner Code , Led Driver For 80 Watt Led Light Pasted With Company Scaner Code , 19 Mm Dia Pvc /Hdpe Conduit , 25 Mm Dia Triple Lyer Hdpe Conduit , 50 Mm Dia Triple Lyer Hdpe Conduit , 70 Mm Sq Tripl Layer Hdpe Conduit , 1.5 Mm Sq Copper Wire , 2.5 Mm Sq Copper Wire , 4 Mm Sq Copper Wire , 6 Mm Sq Copper Wire , 2 Amper Single Pole Mcb , 6-10 Ampere Single Pole Mcb With Box , 16 Ampere Double Pole Mcb , 25 Ampere Mcb 04 Pole , 32 Ampere Single Pole , 32 Amper Double , 32 Ampere Tpn 04 Pole Mcb , 40 Ampere Tpn 04 Pole Mcb , 63 Amper 4 Pole Mcb , 100 Ampere Mccb Of Standar Make , Led Bulb 09/11Watt Of Standard Make Certified Isi Make , Led Bulb 50/45 Watt Of Standard Isi Certified Make , Time Delay Relay For Servo Stabilizer , Astrnomical Timer Of Standard Make , 50 Hz Contractor Of Standard Make , Distilled Water , Ms Nuts, Bolts , Washers Of Sizes , 11 Kva Cable Joint Kit , 11 Kva Cable Termination Kit , 10-95 Sq Mm Al, Thimbles , Cable Jointing Thimble 10-95 Sq Mm , 6 Sq Mm 02 Coreal, Cable Standard Make , 10 Sq Mm 02 Core Al Cable , 16 Sq Mm 02 Core Cable , 25 Sq 02 Core Al Cable , 6 Sq Mm 04 Core Al Xlpe Cable Of Standar Make , 10 Sq Mm 04 Core Al Xlpe Cable , 16 Sq M 3.5 Core Xlpe Cable , 25 Sq 3.5 Core Xlpe Cable , 35 Sq Mm 3.5 Core Cable , Pvc Tape Roll , 8 Inche Taparia Plair , Star Type Screw Driver Big Size , Star Type Screw Driver Medium Size , High Beam Torch Light , Tool Box , 100 Amper Bus-Bar 1 18 To 24 Copper , 100 Amper Bus-Bar 1 18 To 24 Aluminum , 08 Way Termination Blocks / Connector , 150 Watt Led Driver 700 Amper Constant Current Philpps, Havells, Fulham Certified With Bis, Roh , Ce With Company Bar-Code Scanner , 130Watt Led Ornamental Hanging Type Luminary Housing (Dgl-103-M) D Fitted With 130 Watt Led Panel For 9Mtr Longt Iron/Ms Composite Pole. , Batton Type Brass Holder , Pendent Holder , Ms Junction Box Complete With Fixed Clamps Nuts And Bolts , Abs Transpernt Junction Boxs , Time-Delay Rellay , Repairs Of 10Kva To 25 Kva Avr , Transformer Oil , M.S Boss Fitted For 100 Ampere Mccb Complete , Earthing Spike- Rod 2 Mtr Long , 08 No.G.I Wire , 80 To 120 Sq Mm Al, Thimble , 11 Kv Link-Set , 11 Kv Drop-Out Set , 11 Kv Surge Lighting Arrestor , Extension Cords Heavy Duty , 250X500 Mm Pcd G.I Door Plate For 9/7 Mtr Long Octogonal Pole , Piercing Connectors Of Sizes
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 9
Jammu And Kashmir View Result →
45.
Housing Urban and Rular Development #11219140 Technical Bid
Tender for Renovation Elctrical Wiring With Fixing Led Luminaries, Fans, Incl Lan & Telephone Line. 2Nd. Floor Of Heaith-Wings At Suda Building By Central Mechanical Duivision Under Ud & Ma Department. (Phase-I)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
46.
Housing Urban and Rular Development #11219138 Technical Bid
Tender for Renovation & Rewiring With Computer Board, Ac Machine Including Lan Line & Led Luminaries Etc, In Newly Set Up Office Of 6Th. Floor Room No. 603,605 & 606 At Nagarayan Under Central Mechanical Division.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
47.
Housing Urban and Rular Development #11219137 AOC
Tender for Renovation Of Elctrical Wiring With Fixing Led Luminaries, Exhust Fans Etc. From Gr.Floor To 4Th Floor Of Toilets At Nagarayan Building By Central Mechanical Duivision Under Ud & Ma Department
Contract Date: Jun 15, 2026 Contract Value : ₹ 3.80 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
48.
Housing Urban and Rular Development #11218770 AOC
Tender for Supply & Fixing Led Luminaries At Office Of The Pay & Accounts 5Th & 6Th Floors Of Shubhanna Building To Running Maintenance Work By Central Mechanical Division, Under Ud & Ma Depatment.
Contract Date: Jun 15, 2026 Contract Value : ₹ 4.11 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
49.
Housing Urban and Rular Development #11218769 AOC
Tender for Supply & Fixing Led Luminaries Etc. At Office Of The Consumer Affairs At 6Th Floor Of Shubhanna Building To Running Maintenance Work Under Central Mechanical Division, Ud & Ma Depatment.
Contract Date: Jun 15, 2026 Contract Value : ₹ 1.50 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
50.
Public Administrative Department #11212849 Price Bid
Tender for Earthing With G.I. Earth Pipe 4.5 Metre Long, 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc. With Charcoal/ Coke And Salt As Required , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. Upto 35 Sq. Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Masonry Open Duct As Required. Upto 35 Sq. Mm , Supplying And Drawing Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 3 X 1.5 Sq. Mm , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc..Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying And Fixing Of Light Class Gi Pipe Of 50 Mm Dia (Nominal) 3 Meters Length Along The Pole For Protection Of Under Ground Cable As Required. , Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-2C X 6 Sqmm , Fabrication, Supplying And Fixing Class B Galvanised Single Overhang Arm Bracket Made Out Of 250Mm Long Galvanised Top Tube With Cap And 1000Mm Long 32 Mm Dia Galvanised Pipe With Tightening Bolts Complete As Required , Fabrication, Supplying And Fixing Class B Galvanised Double Overhang Arm Bracket Made Out Of 250Mm Long Galvanised Top Tube With Cap And 1000Mm Long 32 Mm Dia Galvanised Pipes With Tightening Bolts Complete As Required. , Supply And Fabrication Of Pole Protection System Made Up Of 8 Swg Steel Wire Mesh Of Size 25Mm X 75Mm Rectangular With 50Mmx50mmx6mm Ms Angle Iron For Supporting The Mesh I/C Mv Danger Plate And Grounding The Protection System In Suitable Quality Of cement concrete Etc As Reqd. , Providing And Laying In Position M25 Grade Reinforced Cement Concrete Foundation Of Size 450 Mm(L) X 450 Mm Wide And 1000 Mm Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Rewinforcement Of Cold Twisted Bars Of 12 Mm Dia -960Mm Long (Approx.) - 8 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia - 1400 Mm (Approx.) - 6 Nos. (With 150 Mm Spacing) As Required With Supplying And Positioning Of 4 Nos Foundation Bolts Of Size 16 Mm Dia And 600 Mm Long, J Type I/C 2 Nos Template Anchor Plates Of Size 225 Mm X 225Mm X 3 Mm And Providing 63 Mm Dwc Hdpe Pipe For Cable Entry & Exit As Required For 5Mtr Pole , Fabrication, Supply & Erection Of 5.0 Mtr Height, Minimum 3 Mm Thick, Bottom Dia Of 130Mm & Top Dia Of 70Mm, Base Plate Of Size 225 X 225 X 12 Mm Thick Flange Mounted Hot Dip Galvanized Octagonal Pole Made From Ht Steel Plate, Window With Flash Cover With Full Vertical Window Cover At Appropriate Height From The Base Plate On Existing Cement Concrete Pedestal As Required. L/C Supplying And Fixing Of 6 Mm Thick Laminated Mounted Sheet Inside The Window And L/C Providing And Welding 3 Nos. Gi Strips 4 Mm Thick Of Suitable Length And Having Suitable Size Tapped Holes As Reqd, Terminal Block Suitable For 25 Sq Mm Conductor - 4 Nos. & Shorting Links On Din Channel L/C Providing And Fixing Din Channel Of Suitable Length, 6 Amp. Spmcb C Curve Characteristics, Earth Stud, Cable Support Clamp Suitable For Upto 4X25 Sqmm Cable. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is Code Etc As Required , Fabrication, Supplying, Installation, Testing, Commissioning Of 12 Metres Semi High Mast System With Its Accessories, Mast Shaft Shall Be In One Section, Hot Dip Galvanized 4Mm Thick(Single Dip) Inside & Out Sides &Sultable For Wind Velocity As Per Is 875 Part3.There Shall Be In Longitudinal Seam Weld Per Section And No Circumferential Weld. It Should Also Included Accessories For Seml High Mast Head Frame,2 Point Suspension System,5 X 2.5 Sqmm Copper Conductor With Steel Wire Rope 5Mm Dia. (7/19 Construction) Single Drum Winch ,Galvanized Lantern Carriage Arrangement Suitable For 4/6 Nos. Flood Light Luminaries Symmetrically And Its Control Gears Boxes And Lighting Finial, The Mast Shall Have Integral Type Manual Tool Mounted At The Base Compartment Of Its Raising And Lowering Operation With Foundation Bolts And Anchor Plate And Control Panel Housing Suitable Reinforced Cement Concrete (1:2:4) Shallow Foundation Of Size 1M(L) X 1M Wide And 2M Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Reinforcement Of Cold Twisted Bars Of 12 Mm Dia -2100Mm Long (Approx.) 16 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia 3700 Mm (Approx.) 13 Nos. (With 150 Mm Spacing) As Required With Positioning Of Foundation Bolts And Providing Dwc Hdpe Pipe For Cable Entry & Exit As Required For The Semi High Mast Considering The Safe Soil Bearing Capacity At Site As 10T/Sqm At 2Mts. Depth With All Material I/C 4 Nos S.P Mcb,1 No. Double Pole 16Amp. Mcb Etc As Reqd. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is. , Led Street Light Fixture, Powder Coated Pressure Die Cast Aluminum Body (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Street Light Led Fixture, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-45, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection,Emi-Emc As Per Cispr-15, Lenses For Beam Angle As Per Iesna Type I/Ii/Iii As Per The Width Of The Road And The Project Requirement., Suitable To Fit In Up To 65Mm Dia Pipe, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 45 Watt , Led Flood Light, Powder Coated Pressure Die Cast Aluminum (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip-66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr-15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 100W , Supply And Fixing Of 32Mm Dia X 1 Meter Long G.I. Pipe (Medium Class) Bracket For Mounting Of Fluorescent/Hpmv/Hpsv Street Light Fitting On Pole Including Bending The Pipe To The Required Shape , 2 Nos 25Mm X 6Mm Flat Iron Clamps With Nuts, Bolts And Washer , Painting The Flat Iron With Primer And Finish Paint Etc. As Reqd. , Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Un-Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-2C*4 Sqmm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
Delhi View Result →
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