View Bid Results For Transportation Crane Tenders

We found 827 Bid Results related to transportation crane tenders. You can find Contractor details who won transportation crane tenders along with contract details in Bid awards announcements section.

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Showing 1–17 of 827 tenders matching your filters
1.
Drinking Water Supply and Sanitation #11483176 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 12 X 7 Mtr - 02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhaulling Of Track Rollers , Maintenance Of Guide Rollers, Pins,Replacement Of Bottom And Side Rubber Seals,Repairs To Wire Rope Pully Of Hoist 70 Ton Cap By Removing Wire Rope Pully Overhauling And Fixing Of Grease Nipples & Allied Works,Maintenance & Overhauling To Goliath Crane Assembly Hoist 25 Ton Capacity With Replacement Of Allied Parts, Maintenance Of Track Rollers Of Stoplog Gate 12 X 1.44 -10 Nos,Fabrication & Erection Of Rotating Arragment For Dogging Beam Of V.L.Gate Etc At Sai Barrage On Manjara River. Dist. Latur. ,Complete Job Including Cost Of Material, Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 49.31 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
2.
Drinking Water Supply and Sanitation #11483175 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 12 X 7 Mtr - 02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhaulling Of Track Rollers , Maintenance Of Guide Rollers, Pins,Replacement Of Bottom And Side Rubber Seals,Repairs To Wire Rope Pully Of Hoist 70 Ton Cap By Removing Wire Rope Pully Overhauling And Fixing Of Grease Nipples & Allied Works,Maintenance & Overhauling To Goliath Crane Assembly Hoist 25 Ton Capacity With Replacement Of Allied Parts, Maintenance Of Track Rollers Of Stoplog Gate 12 X 1.44 -10 Nos,Fabrication & Erection Of Rotating Arragment For Dogging Beam Of V.L.Gate Etc At Karasa Poharegaon Barrage On Manjara River. Dist. Latur. ,Complete Job Including Cost Of Material, Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 49.43 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
3.
Drinking Water Supply and Sanitation #11483174 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 10.5 X 4.5 Mtr - 02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhaulling Of Track Rollers , Maintenance Of Guide Rollers, Pins,Replacement Of Bottom And Side Rubber Seals,Repairs To Wire Rope Pully Of Hoist 40 Ton Cap By Removing Wire Rope Pully Overhauling And Fixing Of Grease Nipples & Allied Works,Maintenance & Overhauling To Goliath Crane Assembly Hoist 20 Ton Capacity With Replacement Of Allied Parts, Maintenance Of Track Rollers Of Stoplog Gate 10.5 X 1.20 -04 Nos,Fabrication & Erection Of Rotating Arragment For Dogging Beam Of V.L.Gate Etc At Takalgaon Devala Barrage On Manjara River. Dist. Latur. ,Complete Job Including Cost Of Material, Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 38.97 Lakh
Government Departments No of Bidders 4
Maharashtra View Result →
4.
Drinking Water Supply and Sanitation #11483173 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 15X 9 Mtr - 02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhaulling Of Track Rollers , Maintenance Of Guide Rollers, Pins,Replacement Of Bottom And Side Rubber Seals,Repairs To Wire Rope Pully Of Hoist 130 Ton Cap By Removing Wire Rope Pully Overhauling And Fixing Of Grease Nipples & Allied Works,Maintenance & Overhauling To Goliath Crane Assembly Hoist 35 Ton Capacity With Replacement Of Allied Parts, Maintenance Of Track Rollers Of Stoplog Gate 15 X 1.8 -06 Nos,Fabrication & Erection Of Rotating Arragment For Dogging Beam Of Verticle Lift.Gate Etc At Dhanegaon Barrage On Manjara River. Dist. Latur. ,Complete Job Including Cost Of Material, Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 73.48 Lakh
Government Departments No of Bidders 4
Maharashtra View Result →
5.
Drinking Water Supply and Sanitation #11483172 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 12X6.5 Mtr -02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhaulling Of Track Rollers , Maintenance Of Guide Rollers, Pins, Repairs To Wire Rope Pully Of Hoist 70 Ton Cap. By Removing Wire Rope Pully, Replacement Of Bottom And Side Rubber Seals , Fabrication And Erection Of Rotating Arrangement For Dogging Beam Of V.L. Gate, Repairs And Overhauling Of Goliath Crane 25 Ton Cap. Assembly, Maintenance Of Track Rollers Of Stoplog Gate 12 X 1.45 -10 Nos At Shivani Barrage On Manjara River, Complete Job Including Cost Of Material ,Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 50.39 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
6.
Drinking Water Supply and Sanitation #11483171 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 12X7mtr -02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhauling Of Track Rollers , Maintenance Of Guide Rollers, Pins, Repairs To Wire Rope Pully Of Hoist 70 Ton Cap. By Removing Wire Rope Pully, Replacement Of Bottom And Side Rubber Seals , Fabrication And Erection Of Rotating Arrangement For Dogging Beam Of V.L. Gate, Repairs And Overhauling Of Goliath Crane 25 Ton Cap. Assembly, Maintenance Of Track Rollers Of Stoplog Gate 12 X 1.45 -10 Nos Etc.At Wanjarkheda Barrage On Manjara River, Complete Job Including Cost Of Material ,Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 50.17 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
7.
Drinking Water Supply and Sanitation #11483170 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 15X7mtr -02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhauling Of Track Rollers , Maintenance Of Guide Rollers, Pins, Repairs To Wire Rope Pully Of Hoist 85 Mt Cap. By Removing Wire Rope Pully, Replacement Of Bottom And Side Rubber Seals , Fabrication And Erection Of Rotating Arrangement For Dogging Beam Of V.L. Gate, Repairs And Overhauling Of Goliath Crane 25 Ton Cap. Assembly, Maintenance Of Track Rollers Of Stoplog Gate 15 X 1.45Mtr -05 Nos Etc.At Dongargaon Barrage On Manjara River, Complete Job Including Cost Of Material , Labour, Sundry , Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 54.89 Lakh
Government Departments No of Bidders 4
Maharashtra View Result →
8.
Drinking Water Supply and Sanitation #11483169 AOC
Tender for Repairs And Maintenance To Verticle Lift Gate Of Size 12X7mtr -02 Nos By Replacing Old And Damaged Parts Of Track Rollers By Overhauling Of Track Rollers , Maintenance Of Guide Rollers, Pins, Repairs To Wire Rope Pully Of Hoist 70 Mt Cap. By Removing Wire Rope Pully, Replacement Of Bottom And Side Rubber Seals , Fabrication And Erection Of Rotating Arrangement For Dogging Beam Of V.L. Gate, Repairs And Overhauling Of Goliath Crane 25 Ton Cap. Assembly, Maintenance Of Track Rollers Of Stoplog Gate 12 X 1 Mtr -14 Nos Etc.At Khulgapur Barrage On Manjara River, Complete Job Including Cost Of Material , Labour, Sundry , Transportation & Labour Welfare Cess Etc.
Contract Date: Jul 02, 2026 Contract Value : ₹ 52.80 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
Madhya Pradesh View Result →
10.
Defence #11424238 AOC
Providing Miscellaneous Items Parking Shed, Land Scaping, Internal Works And Furniture To New Commissionerate Building At Duddeda Village Kondapaka Mandal Of Siddipet District.-5.00 Earth Work Excavation For Foundations And Depositing On Bank, For All Lifts And With An Initial Lead Of 10M Including All Incidental, Operational, Labour Charges Such As Shoring, Sheeting, Planking, Strutting, Dewatering Site Clearance, Clearing Shurbs, Brushwood, Under Growth And Small Trees Not Exceeding 300 Mm Girth, Measured At One Metre Above Ground Etc., But Excluding Gst, Complete For Finished Item Of Work Including Dewatering Charges Etc As Per Ss - 20 B For Stiff Block Cotton Soil , Hard Red Earth, Murram, Ordinary Gravel - Manual Means Up To 3M Depth - Foundation Of Building ( Apss 308 ) . 6.00 Cement Concrete ( 1:4:8 ) Prop. Using 40Mm Hard Granite Machine Crushed Metal With Machine Mixing Up To Plinth Level Including Cost And Conveyance Of All Materials To Site, Laying, Curing, Finishing, All Other Incidental, Operational, Labour Etc., But Excluding Seigniorage Charges & Gst On All Materials, Complete For Finished Item Of Work. Foundations . ( Apss No: 402 ) . 50.00 Filling With Carted Gravel In Trenches, Sides Of Foundations And Basement With Initial Lead In Layers Not Exceeding 15 Cm Thick, Consolidating Each Deposited Layer By Watering And Ramming Including Cost And Conveyance Of Water To Work Site And All Incidental, Operational, Labour Charges, Hire Charges Of T & P Etc., But Excluding Seigniorage Charges & Gst, Complete For Finished Item Of Work. ( Apss No. 309 & 310 ) 10.00 Randam Rubble Masonry Using Hard Granite Stone In Cm ( 1:6 ) Prop. Including Cost And Conveyance Of All Materials To Site, Seignorage Charges, Labour Charges, Curing, Etc., Complete For Foundations And Basements For Finished Item Of Work. Apss No: 615 ) . 5.00 Re-Filling With Useful Available Excavated Earth Other Than Expansive Soils Like Red Earth And Ordinary Gravel Etc., ( Excluding Rock ) In Trenches, Sides Of Foundations And Basement With Initial Lead In Layers Not Exceeding 15 Cm Thick, Consolidating Each Deposited Layer By Watering And Ramming Including Cost And Conveyance Of Water To Work Site And All Incidental, Operational, Labour Charges , Hire Charges Of T & P Etc., But Excluding Gst - Complete For Finished Item Of Work. ( Apss No. 309 & 310 ) 500.00 Supplying Ms Structural Steel Works Like Heavy Steel Works Like Trusses, Stanchions, Heavy Beams And Girders Including Cost Of Welding Rods, Power Charges, For Erecting & Fixing All Structural Steel Works Like Heavy Iron Grills, Trusses, Stanchions, Heavy Beams And Girders Erecting In Position And Fixing By Using Chain Pulley Blocks, Derek Pole Arrangements And Cranes Etc., Complete In Position Etc Complete For All Sizes As Directed By The Engineer-In- Charge Including Cost And Conveyance Of All Materials To Site And Labour Charges For Fabrication, Fixing Etc., Complete For The Finished Item Of Work M.Stubes Of All Sizes 50.00 Supply Of Pre-Painted Galvalume Trapezoidal Profile Roofing Sheets With 0.50Mm Thickness, Coating: Alu-Zinc Coating Az150 Gsm. Tensile Strength: 550 Mpa. Paint Coating: Regular Modified Polyester Painting. Painting Thickness ( Top ) : 18 To 20 Microns, ( Bottom ) : 5 To 7 Microns. Sheet Width: 1.020, Length: Maximum 12Meters With Regular Range Colours But Excluding Seigniorage Charges, Complete, Excluding The Cost Of Purlins, Rafters, Trusses & Cost Of Conveyance Of All Materials To Site And Labour Charges Etc., Complete For Finished Item Of Work.Tbsc-D.Vi-05 7084.00 Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) ( Rapid Settiing ) Using Bitumen Distributor At The Rate Of 0.20 To 0.25 Kgs Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom Technical Specification Clause 503 As Directed By The Engineer-In-Charge For The Finished Item Of Work.But Excluding Gst. 160.00 Providing And Laying 30 Mm Thick Compacted Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Using Hbt Crushed Aggregates Specification 507 Of Mort&H ( 5Th Revision ) , Producing An Average Out Put Of 75T / H Using Crushed Aggreegates Of Grading -2 Of Specification Premixed With Bitumen Binder At 5.4-5.6 % Of Mix And Filler, Transporting The Hot Mix To Work Site Laying With Full Width Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandum Rollers To Achieve The Desired Compaction As Per Morth &H Specification 507 ( 5Th Rivision ) Complete For Finished Item Of Work In All Respects As Directed By Engineer In Charge But Excluding Seigniorage Charges And Gst 421.00 Hedge / Shrub Planting: Digging The Trench Of Size 30 Cm Depth, Refilling The Trench With Red Soil Including Cost Of Red Soil And Farm Yardmanure At 4:1 Ratio, Internal Transportation Of Plants And Planting The Plants Including The Application Of Fertilizers And Pesticides Etc., ( @20 Gms / Pit / Sqmt ) Complete But Excluding Thecost Of The Fertilizers ( @ 20 Gms / Pit / Sqmt ) And Plant Material. 1485.00 Construction Of Embankment With Material Obtained From Borrowed Useful Earth From Outside Road Boundary Cbr ≥ 12%, By Mechanical Means Upto Sdr With All Leads And Lifts Including Pre-Watering Of Soil At Borrow Area, Removal Of Top Soil, Excavation Of Soils At Borrowed Area, Conveyance Of Soil, Depositing The Soil On The Embankment, Spreading Soil, Breaking Clods, Sectioning, Grading And Consolidation With 8 To 10 Tonnes Vibratory Road Roller @ Omc To Meet Requirement Of Table 300-2 Of Mort&H, Including All Hire And Operational Charges Of T&P , Complete For Finished Item Of Work As Per Mort&H Specification 305 ( 5Th Revision ) . 22.00 Providing Wall Panlling Upto The Height Of False Ceiling By Making Box Frame Using 12 Mm Thick Bwr / Bwp Grade Ply Wood At A Distance Of Every 450Mm X 450Mm Vertically And Horizontally Inner Frame To The Wall With Necessary Screws And Fixing Of 12Mm Thick Bwr / Bwp Grade Ply Wood Over The Frame And Fixing Of 4 Mm Thck Venner Of Choice Colour Over The Ply Wood By Fevicol Including Cost And Conveyance Of All Materials To Site Labour Charges For Making, Fabricating, Cup-Boards With Shutters, Box Cupboards, Box Racks, Furniture Etc With Ply-Wood / Mdf Sheets, Decolam / Veneer Laminations Including Fixing Cutting, Making, Assembling, Fixing Hinges, Fixing Fixtures, Fixing Locks, Pasting Sheets / Laminations Fixing In Position With Necessary Screws Excluding Cost Of Materials, Accessories, Fittings Etc Complete For The Finished Item Of Work. 59.20 Providing Wall Panlling Upto The Height Of 8 By Makeing Frame Using 12 Mm Thick Bwr / Bwp Grade Ply Wood On The Wall With Necessary Screws Including Cost And Conveyance Of All Materials To Site Labour Charges For Making, Fabricating, Furniture Etc With Ply-Wood / Mdf Sheets, Teak Veneer 4 Mm Laminations Including Fixing Cutting, Making, Assembling, Fixing Hinges, Fixing Fixtures, Pasting Sheets / Laminations Fixing In Position With Necessary Screws Excluding Cost Of Materials, Accessories, Fittings Etc Complete For The Finished Item Of Work. 20.50 Supply And Fixing Of 6Mm Thick White Pista Colord Coating Glass With Polish On Exsiting Plywood Sheet Including Cost And Convenyance Of All Materials To Site, All Incidental, Operational , Labour Charges Etc., Complete For Finished Item Of Work.1. White Lacard Coating Glass In Cp Chamber Room 17.00 Supply And Fixing Of 6Mm Thick White Lacard Coating Glass With Polish On Exsiting Plywood Sheet Including Cost And Convenyance Of All Materials To Site, All Incidental, Operational , Labour Charges Etc., Complete For Finished Item Of Work .1. White Lacard Coating Glass In Reception , 2. White Lacard Coating Glass In Cp Chamber Room 20.50 Providing Wall Panlling Upto The Height Of False Ceiling By Make Box Frame Using 19 Mm Thick Bwr / Bwp Grade Ply Wood At A Distance Of Every 450Mm X 450Mm Vertically And Horizontally Inner Frame To The Wall With Necessary Screws And Fixing Of 19 Mm Thick Bwr / Bwp Grade Ply Wood Over The Frameand Fixing Of 1 Mm Thick Melamine Laminate Sheets - Glossy Finish Of Choice Colour Over The Ply Wood By Fevicol Including Cost And Conveyance Of Materials Labour Charges For Making, Fabricating Kitchen Furniture, Cup-Boards With Shutters, Box Cupboards, Box Racks, Work-Station Furniture Etc With Ply-Wood / Mdf Sheets, Decolam / Veneer Laminations Including Fixing Cutting, Making, Assembling, Fixing Hinges, Fixing Fixtures, Fixing Locks, Pasting Sheets / Laminations Fixing In Position With Necessary Screws Excluding Cost Of Materials, Accessories, Fittings Etc Complete For The Finished Item Of Work. 52.00 Supplying Of Wallpapers ( Code:8255, 10209 ) And Labour Charges For Fixing Of Wallpapers On Existing Concrete Wall Inlcuding Charges For Finish Of Work.Designed Wall Papers Waiting Hall
Contract Date: Ref. Documents Contract Value : ₹ 40.02 Lakh
Government Departments No of Bidders 1
Telangana View Result →
11.
Railways #11404973 AOC
Supply Of Eot Crane 50/10 Ton Capacityeot Crane 50/10 Ton Capacity,Cost Of Electric Over Head Travelling Crane Capacity -50/10 Ton With Remote Control And Ds L Length Of 140 Mts And All Spares And Accessories As Per Detailed Technical Specification Enclosed. [ Wa Rranty Period: 24 Months After The Date Of Delivery ] ] , Cost Of Any Other Accessories Treated As Concomitant Accessories. ] , Camc Charges For 5 Years After Completion Of Warranty Period. Refer Respective Bid Docume Nt. [ Warranty Period: 2 Years, Amc Period: 5 Years, Rate Of Discounting: 10 % ] ] At (Location) Sse/Els/Ajj, Sr Tamil Nadu 1.00 Numbers 4 6579Ns02 Essential Non Stock --- Yes Tpi Agency Inr (Grp1) Spares (Y) Cost Of Dsl (Type And Length Of Dsl As Specified In Schedule-L) ] Consignee Sse/Els/Ajj, Sr Tamil Nadu 1.00 Set Inspection Details Stage Inspection Not Required Page 1 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 5 6579Ns03 Essential Non Stock --- Yes Tpi Agency Inr (Grp1) Spares (Y) Cost Of Spares As Per Schedule-Iv & Additional Spares And Items As Specified In Schedule-I. ] Consignee Sse/Els/Ajj, Sr Tamil Nadu 1.00 Set Inspection Details Stage Inspection Not Required 6 6579Ns04 Essential Non Stock --- Yes Tpi Agency Inr (Grp1) Spares (Y) Cost Of Maintenance Tools As Per Schedule-V ] Consignee Sse/Els/Ajj, Sr Tamil Nadu 1.00 Set Inspection Details Stage Inspection Not Required 7 6579Ser1 Essential Non Stock --- Yes Consignee Inr (Grp1) Services (Y) Cost Of Installation & Commissioning Of Crane And Dsl (Length Of Dsl As Specified In Schedule -L). ] At (Location) Sse/Els/Ajj, Sr Tamil Nadu 1.00 Numbers 8 6579Ser2 Essential Non Stock --- Yes Consignee Inr (Grp1) Services (Y) Cost Of Preventive Maintenance During 1St & 2Nd Year Of Warranty Period ] At (Location) Sse/Els/Ajj, Sr Tamil Nadu 1.00 Numbers 3. T And C F.O.R Description Destination Delivery Period Description Delivery /Completion Rate Of Supply For All Items Commencement : Within 4 Months Of Issue Of Contract, However, Delivery Completion : Within 6 Months Thereafter Period Shall Not Exceed No. Of Days As Mentioned In Delivery Schedule Chart Of Para 7 Of Section Iv Of Respective Bid Document Part Ii. However, The Delivery Period Indicated Being Tentative, May Vary At The Time Of Placement Of Order. Payment Terms S.No Description Payment Terms 1 1) 60% Payment: Upon Receipt Of The M&P, Duly Pre-Inspected By A Third -Party Inspection (Tpi) Agency, Receipted At The Site By The Consignee In Good Condition And Submission Of A Joint Receipt Note. 2) 20% Intermediate Payment: After Successful Installation And Commissioning And Submission Of A Joint Commissioning Note. 3) Final 20% Payment: After Commissioning Of The M&P At The Consignees End For A Minimum Period Of 30 Days, Upon Submission Of A 10% Warranty Bank Guarantee And A Proving Test Certificate Statutory Variation Clause S.No Description Page 2 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 1 Statutory Variation In Taxes And Duties, Or Fresh Imposition Of Taxes And Duties By State/ Central Governments In Respect Of The Items Stipulated In The Contract (And Not The Raw Materials Thereof), Within The Original Delivery Period Stipulated In The Contract, Or Last Unconditionally Extended Delivery Period Shall Be To Railways Account. Only Such Variation Shall Be Admissible Which Takes Place After The Submission Of Bid. No Claim On Account Of Statutory Variation In Respect Of Existing Tax/Duty Will Be Accepted Unless The Tenderer Has Clearly Indicated In His OffEr The Rate Of Tax/Duty Considered In His Quoted Rate. No Claim On Account Of Statutory Variation Shall Be Admissible On Account Of Misclassiï¬Cation By The Supplier/ Contractor. Standard Governing Conditions S.No Description 1 The Bidder Agrees To Supply The Tendered Stores At The Rates Quoted By Him In Accordance With The Latest Version Of Irs Conditions Of Contract (Attached As Irs Conditions Of Contract To This Tender Document For Ready Reference) And Southern Railway Tender Conditions (Attached As Sr Tender Conditions To This Tender Document For Ready Reference). 4. Eligibility Conditions Special Eligibility Criteria S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading 1 Supply To Be Strictly As Per Speciï¬Cations Normal Applicable To Yes Yes Not Allowed Documents Uploaded With This Tender. All Bidders Please Refer Bid Document Part Ii. 2 The Bidder / Manufacturer Should Have Normal Applicable To Yes Yes Allowed Supplied At Least 3 (Three) Eot Cranes All Bidders (Mandatory) During The Last 5 (ϬVe) Years (Reckoned From The Original Closing Date Of The Tender) In The Contracts Concluded By Railways / Cofmow. 3 Preferably Manufacturers Should Normal Applicable To Yes Yes Allowed Participate. Participating Traders/Agents All Bidders (Optional) Must Attach Authorization Letter Issued By The Oem Or Oem Authorized Stockiest Along With Their OffEr. Authorization Letter Should Preferably Be Tender Speciï¬C. In Case Of General Authorization Letter, It Must Clearly Indicate The Validity Period/Expiry Date. OffErs With General Authorization Letter Silent On Validity Period/Expiry Date Will Not Be Considered For Placement Of Order And That OffEr Is Liable To Be Ignored. (Please Refer Para 3.4 Of Part B Of Sr Tender Conditions). 4 Procurement Of The Item Is Restricted To Normal Applicable To Yes Yes Not Allowed Local Suppliers With Minimum Local All Bidders Content Of 20% (Class-I Or Class-Ii Local Supplier As Deï¬Ned In Railway Board Letter No.2020/Rs(G)/779/2/Pt.1 Dated 25.09.2020 With Latest Amendments, If Any) Only And The Vendors Who Do Not Qualify To Be Local Suppliers (I.E.), Non- Local Suppliers With Local Content Less Than 20%) Should Not Quote In The Tender As Their OffErs Shall Not Be Considered For Any Ordering. In Case Any Vendor Who Does Not Qualify To Be A Local Supplier For The Tendered Item Participates In The Tender, It Does So At Its Own Risk And Cost And Railways Shall Not Be Liable For Any Loss Or Damage Caused To The Vendor. OffEr Of The ϬRm Shall Be Summarily Rejected In Case Of Non-Compliance Of Above Declaration. For More Details, The Tenderer Shall Refer Para 16.0 Of Part B Of Sr Tender Conditions Attached To This Tender Document. Page 3 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 5 Earnest Money Deposit (Emd) Shall Be Normal Applicable To Yes Yes Not Allowed Deposited By All Vendors For Tenders With All Bidders Estimated Value Above Rs.25 Lakhs Subject To The Applicable Exemptions. The Para 2.1 Of The Part A Of Sr Tender Conditions With Regard To Emd Exemption Is Superseded As Below And The Conditions Mentioned Here Below Will Prevail Over That Of In Para 2.1 Of The Part A Of Sr Tender Conditions Attached To This Tender Document: Emd Amount Shall Be Mentioned In All Tenders Irrespective Of The Nature Of Tender As Per The Emd Amount Mentioned In Clause 2.3 Of Part A Of Sr Tender Conditions Or As Decided By The Purchaser Under The Policy. There Shall Be No Exemption From Submission Of Emd For Any Tender Or By Any Tenderer Subject To Provisions Under Clause 10.4.3 Of Part A Of Sr Tender Conditions Except Following : (I) Emd Shall Normally Not Be Called Against Tenders With Estimated Value Up To Rs.25 Lakhs (Including Single Tenders, Global Limited Tenders) Except Cases Where Competent Authority Incorporates The Condition To Call For Emd. Ii) Public Sector Undertakings (Psus) A. Psus Owned By Ministry Of Railways And B. Psus For The Group Of Items That Are Manufactured By Them. Iii) Mses Registered Under Udyam Registration Shall Be Eligible For Exemption From Payment Of Emd Irrespective Of Relevance Of Product Category For Which They Are Registered With Udyam. However, Traders/Distributors/Sole Agent/Works Contract Are Not Exempted From Payment Of Emd As They Are Excluded From The Purview Of The Policy. Iv) Other Railways, Indian Ordinance Factories And Govt. Departments. V) In Exceptional Cases, Where Emd Exemption Is Speciï¬Cally Incorporated In Tender Conditions. Vi) Vendors Registered With Southern Railway For The Trade Group/Trade Groups Of The Tendered Item . Vii) Regular And Development Vendors Appearing On The Approved Vendor Lists Of Rdso/Pus/ Core Etc., For Those Speciï¬C Item For Which They Are On The Approved List, Subject To Approval Status Being Valid On The Date Of Tender Closing. Viii) Vendors Registered With Railways For Supply Of Medicine, Medical Equipments And Consumables Shall Be Exempted From Submission Of Emd For These Items. Ix) In Tenders Issued Against Pac, Oem In Whose Favour Pac Has Been Issued Shall Be Exempted From Submitting Emd. Kvic And Acash Shall Be Exempted From Emd For Items Supplied By Them. In Case Of Submission Of Earnest Money Deposit In The Form Of Bank Guarantee, Please Refer Annexure- 6 Of Sr Tender Conditions For The Proforma For Bg. Page 4 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 6 All The Tenderers Shall Have To Submit Normal Applicable To Yes Yes Allowed Clause-Wise Compliance Of Speciï¬Cation All Bidders (Mandatory) Mentioned In Bid Document Part I & Part Ii (A&B) And Drawings Enclosed Along With This Tender Or Product Catalogue For The Make And Model OffEred Should Be Submitted By The Tenderer, Spelling Out Deviations, If Any, To Ascertain Technical Suitability. An OffEr, Whose Technical Suitability Cannot Be Ascertained, May Be Liable To Be Ignored. 7 Inter - Se Position Of Offers Would Normal Applicable To Yes Yes Not Allowed Be Determined Based On The Sum Of All Bidders Basic Cost Of The Equipment, Cost Of Any Other Accessories Treated As Concomitant Accessory, Cost Of Dsl, Cost Of Spares As Per Schedule - Iv Of And Additional Spares And Items As Specified In Section I, Cost Of Maintenance Tools As Per Schedule V, Cost Of Installation & Commissioning Of Crane And Dsl,Cost Of Preventive Maintenance For 2 Years And Camc Charges For 5 Years After Completion Of Warranty Period. 8 Firms Have To Quote All The Line Items. It Is Normal Applicable To Yes Yes Not Allowed Mandatory To Submit OffErs Against All All Bidders These Items, Otherwise OffEr Will Not Be Considered For Inter-Se Ranking. However, Please Note That Cost Of Optional Accessories Shall Not Be Included In The Basic Price Of The Machine For Inter-Se Ranking. 5. Compliance Conditions Check List S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading 1 Have You Quoted Cost Of Basic Machine, Normal Applicable To No No Not Allowed Concomitant Accessories/Equipment, All Bidders Essential Spares, Optional Accessories,Essential Services, Amc Service, Training Etc. It Is Mandatory To Submit OffErs Against All These Items, Otherwise OffEr Will Not Be Considered For Inter-Se Ranking. 2 Have You Attached Documents To Prove Normal Applicable To No No Not Allowed Your Eligibility And Past Performance As All Bidders Per Tender Requirement? 3 Have You Attached Certiï¬Cation Of Local Normal Applicable To No No Not Allowed Content From Statutory Auditor/ Cost All Bidders Accountant? 4 Have You Quoted Warranty Oblications As Normal Applicable To No No Not Allowed Per Tender Requirement? All Bidders 5 Have You Quoted Delivery Period Correctly Normal Applicable To No No Not Allowed And Precisely? All Bidders 6 Have You Uploaded Annexure A As In Normal Applicable To No No Not Allowed Section Vi And Other Required Documents, All Bidders Complete In All Respect? 7 Have You Submitted All Supporting Normal Applicable To No No Not Allowed Documents Required? All Bidders Page 5 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 8 Have You Read The Security Deposit (Sd) Normal Applicable To No No Not Allowed Condition At Para 10 Of Part A Of Sr All Bidders Tender Conditions Attached With This Tender Document And Uploaded Relevant Document For Seeking Exemption From Submission Of Sd? If Not, Are You Ready To Pay Security Deposit? 9 Are You Coming Under Mse Status Given Normal Applicable To No No Not Allowed As Per Guidelines Issued By Railway Board All Bidders For Purchase Preference Vide Letter No. 2010-Rs [G] -363-1 Dt. 05.07.2012 Or Latest. If Yes,Have You Attached Valid Documents (Udyam Registration Certificate) Towards Being Mse? 10 Have You Furnished The Statement Of Normal Applicable To No No Not Allowed Deviations?[Preferably Nil] All Bidders 11 Have You Quoted The Discount If Any In The Normal Applicable To No No Not Allowed Specified Column Only In Ireps? All Bidders 12 Have You Furnished Bank Account Details Normal Applicable To No No Not Allowed Such As Name Of The Bank And Address, All Bidders Account No., Micr, Ifsc Code And Type Of Account To Facilitate Eft Payment? 13 Please Check Our Website Before Normal Applicable To No No Not Allowed Submitting OffEr, Whether Any All Bidders Corrigendum To The Tender Has Been Issued Or Not. 14 Firm To Indicate Make-Model-Brand Normal Applicable To No No Not Allowed Offered, If Any. All Bidders 15 Have You Kept Your OffEr Valid For 120 Normal Applicable To No No Not Allowed Days? All Bidders Commercial-Compliance S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading 1 In Case Of Road Delivery, The Date Of Normal Applicable To Yes Yes Not Allowed Delivery At Destination [Consignees End] All Bidders Shall Only Be Treated As Delivery Date Irrespective Of F.O.R. / F.O.T. Condition Mentioned Elsewhere In The Contract / Tender. 2 Tenderers May Note That Their OffEred Normal Applicable To Yes Yes Not Allowed Delivery Schedule Should Clearly Indicate All Bidders The Starting Time, Quarterly Rate Of Supply And ϬNishing Time. For OffErs With Vague Delivery Schedule Like -02 To 12 Months- Or Like -06 To 10 Months-, Delivery Period Shall Be Given As Per The Requirement Best Suited To This Oï¬Ƒce Within The Quoted Range. 3 The Bidder Conï¬Rms That Rates And Other Normal Applicable To Yes Yes Not Allowed ϬNancial Terms Quoted In Relevant All Bidders Columns Of ϬNancial Bid Will Only Be Ruling Terms For Acceptance, And Such Terms Quoted Anywhere Else Should Be Ignored. However, Break Up Of Cost Of Individual Items As Per Schedule- Iv And Additional Spares And Items As Speciï¬Ed In Schedule- L Is To Be Attached Separately. If Break-Up Of Cost List Is Not Uploaded, Whole Offer Will Be Ignored. Page 6 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 4 Whenever Tender Is Ϭ‚Oated With Purchase Normal Applicable To Yes Yes Not Allowed Restriction From Sources Approved By All Bidders Nominated Authorities And There Exists A Suspected Cartel Situation By Approved Sources Or The Rates Available From Approved Source/Sources Are Adjudged Unreasonably High, Despite Fair EffOrts As Permissible, The Purchaser Reserves The Right To Place Orders On ϬRm(S) Outside The Approved Vendor List, Without Any Restrictions.(Please Refer Para 4.0 Of Part B Of Sr Tender Conditions Document Attached To This Tender Document For Further Details.) 5 Hsn Code 8426 Normal Applicable To Yes Yes Not Allowed [A] All The Bidders/Tenderers Should Ensure All Bidders That They Are Gst Compliant And Their Quoted Tax Structure/Rates Are As Per The Gst Law. Firms Must Indicate Its Gst Registration Number Along With Their Offer. [B] In Case The Successful Tenderer Is Not Liable To Be Registered Under Cgst/Igst /Utgst/Sgst Act, The Railway Shall Deduct The Applicable Gst From His/Their Bills Under Reverse Charge Mechanism (Rcm) And Deposit The Same To The Concerned Tax Authority. [C] The ϬRm Should Indicate The Tariff Code (Hsn Code) For Claiming Gst For The Tendered Item. [D] The OffEr Shall Be Evaluated Based On The Gst Rate As Quoted By Each Bidder And Same Will Be Used For Determining The Inter-Se Ranking. While Submitting OffEr, It Shall Be The Responsibility Of The Bidder To Ensure That They Quote Correct Gst Rate And Hsn Number. [E] It Shall Be The Responsibility Of The Bidders To Quote Correct Hsn Number And Corresponding Gst Rate. The Purchaser Shall Not Be Responsible For Any Misclassiï¬Cation Of Hsn Number Or Incorrect Gst Rate, If Quoted By The Bidder. [F] Wherever, The Successful Bidder Invoices The Goods At Gst Rate Or Hsn Number Which Is DiffErent From That Incorporated In The Purchase Order, Payment Shall Be Made As Per Gst Rate Which Is Lower Of The Gst Rate Incorporated In The Purchase Order Or Billed. [G] Vendor Is Informed That She/He Would Be Required To Adjust Her/His Basic Price To The Extent Required By Higher Tax Bill As Per Invoice To Match The All Inclusive Price As Mentioned In The Purchase Order. [H] Any Amendment To Gst Rate Or Hsn Number In The Contract Shall Be As Per The Contractual Conditions And Statutory Amendments In The Quoted Gst Rate And Hsn Number, Under Svc. 6 Please Refer Para 15.0 Of Part - B Of Sr Normal Applicable To Yes Yes Not Allowed Tender Conditions Attached With This All Bidders Tender Document For Details Regarding Benefits Of Mse As Per Public Procurement Policy. 7 For Public Procurement (Preference To Normal Applicable To Yes Yes Not Allowed Make In India) Policy, Please Refer Para All Bidders 16.0 Of Part- B Of Sr Tender Conditions Attached To This Tender Document. Page 7 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 8 Bidder Shall Accept The Following Normal Applicable To Yes Yes Allowed Declaration [Land Border Condition] By All Bidders (Mandatory) Quoting Yes Against Conf. Allowed Or Complied Column For Compliance Of Oï¬Ƒce Memorandum Of Department Of Expenditure, Ministry Of Finance Om No. F.No.6/18/2019-Ppd Dated 23.07.2020. If Such Certiï¬Cate Given By A Bidder Whose Bid Is Accepted Is Found To Be False, This Would Be A Ground For Immediate Termination And Further Legal Action In Accordance With Law. I/We Have Read The Clause Regarding Restrictions On Procurement From A Bidder Of A Country Which Shares A Land Border With India. I/We Certify That This Bidder Is Not From Such A Country Or , If From Such A Country, Has Been Registered With The Competent Authority. I/We Hereby Certify That This Bidder, Fulfills All Requirements In This Regard, And Is Eligible To Be Considered. (Where Applicable, Evidence Of Valid Registration By The Competent Authority Shall Be Attached.) 9 1) Bidders Are Instructed Not To Indulge In Normal Applicable To Yes Yes Not Allowed Any Anti-Competitive Practices. As Per The All Bidders Provisions Of Competition Act,2002, Railways Can Make A Reference To The Competition Commission Of India For Making An Enquiry In Case Of Suspected Anti Competitive Behavior By The Bidders. 2) Collusive Bidding, Bid Rotation, Bid Suppression, Complementary Bidding, Market Allocation And Sub-Contracting Arrangements Fall Under The Purview Of Bid Rigging Which Would Cause Appreciable Adverse EffEct On Competition. 3) Competition Commission Of India Can Impose Heavy Penalties Such As: Penalty Upto 10% Of The Average Turnover For The Last Three Preceding ϬNancial Years Upon Each Of Such Enterprises Which Are Parties To Bid-Rigging And Can Even Order The Parties To Cease And Desist. 10 A) For : Destination. By Road. Normal Applicable To Yes Yes Not Allowed Accordingly, The ϬRms Are Advised To All Bidders Quote On For Destination Basis By Road And Offers With Deviations Are Liable To Be Ignored. B) Door Delivery Shall Be Made To The Consignees Along With Delivery Challan Postal Address Of The Consignee Is: Electric Loco Shed, Arakkonam, Southern Railway Chennai: 631001. Tamilnadu. Southern Railway Gst No. 33Aaagm0289c1zq. Page 8 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 11 Failure Consequences: In Case The ϬRm Normal Applicable To Yes Yes Not Allowed Fails To Execute The Contract Within The All Bidders Original Delivery Period, The Purchaser Will Be Entitled To Impose Liquidated Damages For Extension Of Delivery Period. For Any Reason, If The Supplier Fails To Supply Goods And/Or Service As Per The Conditions Of Contract, As Amended From Time To Time, Purchaser Shall Have The Right To Levy Damages From The Supplier For Failing To Comply With The Contractual Conditions, Not By The Way Of Penalty, An Amount Equal To Security Deposit Of The Defaulted Order Amount. These Damages Shall Be Treated As Recoveries Outstanding Against The Vendor And Dealt With Accordingly. 12 Tenderers To Acknowledge Having Read Normal Applicable To Yes Yes Not Allowed And Also Accept The Irs Conditions Of All Bidders Contract, Sr Tender Conditions, Special And Other Conditions Speciï¬Ed In This Tender Document/Attached To This Tender Document. Page 9 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 13 Security Deposit Shall Be Taken From All Normal Applicable To Yes Yes Not Allowed Vendors For Contract Value Above Rs.25 All Bidders Lakhs. Security Deposit Is 5% Of Total Value Of Contract Subject To Max Rs. 50 Lakhs For Contract Value Above 25 Lakhs And Up To Rs.50 Crore. Subject To The Applicable Exemptions. Security Deposit From Successful Tenderers Should Be Received In Purchase Oï¬Ƒce Within 21 Days From The Date Of Communication Of Acceptance With Respect To The Purchaser. There Shall Be No Exemption From Submission Of Security Deposit For Any Tender Or By Any Tenderer Except Following: A) The Store Contract Cases Of Value Upto Rs.25 (Twenty Five) Lakh, B) Other Railways And Government Departments In Terms Of Railway Boards Letter No. 2004/Rs(G)/779/11 Dated 24.07.2007 C) Indian Ordinance Factories In Terms Of Railway Boards Letter No.92/Rss(G)/363/1 Dated 08.04.1993 D) Psus Owned By Ministry Of Railways And Psus For The Group Of Items That Are Manufactured By Them In Terms Of Railway Boards Letter No.2003/Rs(G)/779/5 Dated 10.09.2004 E) In Tenders Issued Against Pac, Oem In Whose Favour Pac Has Been Issued Shall Be Exempted From Submitting Sd. Kvic And Acash Shall Be Exempted From Sd For Items Supplied By Them. F) Vendors Registered With Railways For The Trade Group Of The Item Tendered Shall Be Exempted From Sd For Orders Valued Up To Their Monetary Limit Of Registration. G) Vendors Appearing On The Approved Vendor Lists Of Rdso/Pus Core Subject To Approval Status Being Valid On The Date Of Tender Closing H) Vendors Registered With Railway For Supply Of Medicine, Medical Equipments And Consumables Shall Be Exempted From Submission Of Sd For These Items. (Please Refer Para 10.0 Of Part A Of Sr Tender Conditions Enclosed To This Tender Document For Further Details On This Clause). Page 10 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 14 (A) Free Delivery To Consignee. Supply Of Normal Applicable To Yes Yes Not Allowed Machine Shall Be Made As Per The All Bidders Milestone Chart Given In Sl .No.7 (Delivery Schedule Chart) Of Technical Speciï¬Cation Enclosed. (B) Bill Payment: After Successful Completion Of Purchase Order, ϬRm Has To Submit The Bill On-Line Through Ireps Portal Only For Payment. In This Regard, The Following Documents Have To Be Uploaded Based On The Crn (R-Note) Issued By Railway (A) Invoice, Gst Declaration( I.E.Self Declaration Regarding Aggregate Annual Turnover In A ϬNancial Year: Less (Or) More Than 50 Crores / Less(Or) More Than 100 Crores/Less (Or) More Than 500 Crores. If More Than 500 Crores, E-Invoice Is Required To Be Uploaded.), Rnote, Neft Mandatory. (B) Warranty/Guarantee Certiï¬Cate, Rites Certiï¬Cate, Test Report, Dealership Certiï¬Cate (Or) Proof Of Purchase From Authorized Dealer, Calibration Certiï¬Cate, Commissioning Report Whichever Is Applicable. 15 Packing Instructions: Use Re-Usable Steel Normal Applicable To Yes Yes Not Allowed Cage (Or) Wooden Box (Or) Gunny Bags All Bidders (Jute Bags) (Or) Carton Box (Or) Polythene Bags>50 Micron Only And Use Railway Parcel Transportation. Please Refer Para 1400 Of Section I Of Bid Document Part I. 16 Please Enter The Percentage Of Local Normal Applicable To No Yes Allowed Content In The Material Being OffEred. All Bidders (Optional) Please Enter 0 For Fully Imported Items, And 100 For Fully Indigenous Items. The Deï¬Nition And Calculation Of Local Content Shall Be In Accordance With The Make In India Policy As Incorporated In The Tender Conditions. General Instructions S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading 1 Railway Is Not Bound To Accept The Lowest Normal Applicable To No No Not Allowed Or Any Tender Or To Assign Any Reason For All Bidders Doing So And Railway Reserves The Right To Accept/Cancel Any Tender In Respect Of The Whole Or Any Portion Of The Items Specified In The Schedule Annexed (Or Tender Schedule) And The Contractor Shall Be Required To Supply The Same At The Rate Quoted. 2 1. For Any Queries Against This Tender, Normal Applicable To No No Not Allowed Please Contact Dycmm/Ic/Sr At All Bidders 9003060762. 2. Any Technical Clariï¬Cation Regarding Drawing/Speciï¬Cation Can Be Obtained From The Oï¬Ƒce Of The Pcme/Sr/Mas. Dy.Cme/Planning/Mas Mobile No. 9003060403 And Mail Id [email protected]. Drawing (S) / Speciï¬Cation (S) Can Also Be Obtained From The Above Oï¬Ƒce After Payment Requisite Cost. Page 11 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 3 Vendors May Please Note That Giving Normal Applicable To No No Not Allowed Intimation Regarding The Tender In Open All Bidders Tender Cases Or Giving Limited Tender Enquiry Does Not Guarantee The Suitability Of OffEr For Placement Of Purchase Order. Railway Reserve The Right To Place Purchase Order Subject To Fulï¬Lment Of Technical/Commercial Eligibility Conditions/Tender Conditions. 4 All Other Terms & Conditions As Per Irs Normal Applicable To No No Not Allowed Condition And Gcc All Bidders Other Conditions S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading 1 A) Inspection By Tpi (Third Party Normal Applicable To No No Not Allowed Inspection Agency). Firm To Indicate All Bidders Complete Works Address Where Inspection Will Be Conducted. The Tenderer Shall Refer Annexure 13 Of Sr Tender Conditions For Further Details Regarding Tpi Clause. Please Note That OffErs With Inspection/Visual Inspection By Tpi Against Test Certiï¬Cate/Guarantee Certiï¬Cate /Work Test Certiï¬Cate Is Liable To Be Ignored. For Further Details Regarding Tpi Clause, The Tenderer Shall Refer Annexure 13 Of Sr Tender Conditions Attached To This Tender Document. Alternatively, Tenderers May Please Refer The Attachment Tpi Conditions Enclosed To This Tender Document For Ready Reference Of Bidders Regarding Tpi Clause. B) Bidder Shall Indicate Place Of Inspection For Pre-Dispatch Inspection Duly Enclosing The Documentary Evidence. Note:- Any Request For Change In Place Of Inspection Shall Only Be Entertained With Documentary Evidence. 2 No. Of Stages Of Inspection: 3; Description Normal Applicable To No No Not Allowed Of Stage-1 Inspection: Raw Material All Bidders Inspection As Per Tender Schedule (As 100% Of Po Qty.), Description Of Stage-2 Inspection: Manufacturing And Fabrication Inspection As Per Tender Schedule (As 100% Of Po Qty.), Description Of Stage-3 Inspection: Final Product Inspection At Firms Premises As Per Tender Schedule (As 100% Of Po Qty.), However, Final Inspection By Consignee At Consignees Premises As Per Clause 9 Of Bid Document Part Ii. 3 Marking : Manufacturer To Mark Their Normal Applicable To Yes Yes Not Allowed Name And Month Of Manufacture As Per All Bidders Drawing, Wherever Indicated, Or At A Location Where It May Not Get Obliterated In Service On The Item Being Supplied By Them Against The Purchase Order. Supplies Received Without This Are Liable To Be Rejected By Consignee. 4 I/We Agree To Supply The Tendered Stores Normal Applicable To Yes Yes Not Allowed At The Rates Quoted By Me/Us In All Bidders Accordance With The Irs Conditions Of Contract, Sr Tender Conditions, Special And Other Conditions Speciï¬Ed In This Tender Document/ Attached With This Tender Document. Page 12 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 5 Machine Should Have Warranty Of 24 Normal Applicable To Yes Yes Not Allowed Months From Date Of Successful All Bidders Commissioning. 6 No Developmental Order Will Be Placed For Normal Applicable To Yes Yes Not Allowed The Tendered Item. All Bidders 7 Post Warranty Camc Will Be Concluded By Normal Applicable To Yes Yes Not Allowed End-User Consignee At Their End After All Bidders Warranty Period, If Required. 8 Sd Bank Guarantee Is To Be In Favour Of Normal Applicable To Yes Yes Not Allowed Sr.Dfm/Mas. Format For Bank Guarantee All Bidders Is Available In Uploaded Document Conditions For Electronic Tenders . Contract Will Be Executed By President Of India Acting Through Principal Chief Materials Manager. Signature, Name And Address Of Two Witnesses Is Mandatory. 9 In Case Of Any Contradiction Between The Normal Applicable To Yes Yes Not Allowed Conditions Specified In The Main All Bidders Tender Document/Nit/Electronic Sor & Appended Annexures, The Condition Of Main Tender Document/Nit/Electronic Sor Will Supersede The Condition Specified In The Annexure. Special Conditions S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading 1 Insurance Charges Should Be Quoted In Normal Applicable To No No Not Allowed Other Charges Column Against The All Bidders Particular Items. No Separate Line Has Been Provided For Insurance Charges. 2 Either Along With The Third Party Normal Applicable To No No Not Allowed Inspection Or Separately, The Complete All Bidders Crane Assembly And All Its Accessories Such As Chains, Lifting Tackles As Mentioned In Schedule I Of Section V Should Be Inspected By A Competent Person Certiï¬Ed By The Director Of Industrial Safety And Health Of The Manufacturer S State. The Certiï¬Cates For The Entire Crane Assembly And The Accessories As Mentioned Above As Issued By The Competent Person In The Appropriate Format Should Be Sent To The Consignee Along With The Crane. The Validity Of Such Certiï¬Cates Should Not Have Expired At The Time Of Supply. These Certiï¬Cates Should Be Accompanied By The Credentials Of The Competent Person Also. The Validity Of His Or Her Certiï¬Cation Should Be Current On The Date Of Issue Of Certiï¬Cates By Him Or Her. Only The ϬRst Time Inspection And Certiï¬Cates Are To Be Arranged By The Supplier. Subsequent Inspections And Issue Of Certiï¬Cates Will Be Arranged By The Consignee. Technical-Compliances S.No. Description Template Condition Confirmation Remarks Documents Applicability Required Allowed Uploading Page 13 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 1 Bidders Must Submit Their Technical Bids Normal Applicable To Yes Yes Allowed As Per Format Annexure A. Tenderers Are All Bidders (Mandatory) Required To Submit Complete Details Including Values, Write-Up, Drawings, Sketch, Brochure Etc. As Per Requirement Speciï¬Ed In Respective Clauses Mentioned Therein. In Case Of Incomplete / Sketchy Information, The Technical OffEr Being Incomplete Is Liable To Be Rejected. Tenderers Should Clearly Indicate Compliance. 2 In The Bid Documents, Normal Applicable To Yes No Not Allowed (I) Is 3177:1999(Or Latest)And Duty Class All Bidders Iv Is To Be Read As Is 3177:2020 Duty Class M8: And (Ii) Is 807:2006 Is Be Read As Is 807:2006(Amendment -1,Oct-2014& Amendment - 2 Of Nov.2020). In Case Any Of These Speciï¬Cations Is Revised Or Upgraded Then The Latest Version Shall Take Precedence. 3 All Mechanical Equipment ( Gear Normal Applicable To Yes Yes Not Allowed Shaft, Couplers, Wheels) Drawings, All Bidders Drive Manuals, Operating Instruction And Maintenance Manual, Cable Index To Be Provided At The Time Of Supply. 6. Documents Attached With Tender S.No. Document Name Document Description 1 5380219.Pdf Leadingparametersfor50_10Toneotcrane_1.Pdf 2 5380252.Pdf Eotcranespec_1_Part1.Pdf 3 5380253.Pdf Eot Crancspec1-Part2 4 5381175.Pdf Tpi Guidelines 5 5381173.Pdf Irs Conditions 6 5401870.Pdf Sr Tender Conditions 7 5380242.Pdf Eotcranespec_2_2.Pdf 7. Responsiveness S.No. Description I/We Have Carefully Gone Through The Irs Conditions Of Contract (Included And Uploaded Along With The Bid Document) Particularly Para 2500 Pertaining To Code Of Integrity, Misdemeanor And Penalties. I/We Hereby Certify That No Other Sister Concerns Or Aï¬Ƒliates (Such As Having Common Partner/Director/Promoter/Owner/Holding Company Decision Control Etc.) Have Participated In This Tender Which Can Give Rise To A ConflIct Of Interest Or Fall Under Anti-Competitive Practices. We Understand That The 1 OffErs Of All Such Sister Concerns Including Ours Are Liable To Be Rejected As Per Relevant Provisions Of Irs Terms And Conditions. I/We, Aï¬Ƒrm That We Shall Abide By The Code Of Integrity In General, With Speciï¬C Reference To ConflIct Of Interest [Para 2502 (E)], Anti Competitive Practices [Para 2502(C)] And Obligation To Proactive Disclosures [Para 2503]. I/We Understand That We Are Fully Responsible For The Above Declaration And It Shall Not Be The Railways Responsibility To Verify The Same. I/We Are Aware That We Shall Be Liable For All Consequences Of Violation Of Code Of Integrity, If Detected, At Any Stage. 2 Validity Of Offer:-120 Days, No Deviation From The Offer Validity Period Stipulated In The Tender Is Permitted. The Tenderers In Their Bid Shall Indicate The Details Of Their Gst Jurisdictional Assessing Officers (Designation, Address & Email Id). In Case Of A Contract Award, A Copy Of Purchase Order Shall Be Immediately Forwarded By Purchaser To The Gst Jurisdictional Assessing Officer Mentioned In Tenderers Bid This Tender Complies With Public Procurement Policy (Make In India) Order 2017, Dated 15/06/2017, Issued By Department Of Industrial Promotion And Policy, Ministry Of Commerce, Circulated Vide Railway Board Letter No. 2015/Rs(G)/779/5 Dated 03/08/2017 And 27/12/2017 And Amendments/ Revisions Thereof. As A Tender Inviting Authority, The Undersigned Has Ensured That The Issue Of This Tender Does Not Violate Provisions Of Gfr Regarding Procurement Through Gem. Page 14 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly Tender Document Tender No 16255008 Closing Date/Time 30/06/2025 14:30 Digitally Signed By Cmm/M ( Baba Tulajaram Lalge ) , Cost Of Dsl (Type And Length Of Dsl As Specified In Schedule-L) ] , Cost Of Spares As Per Schedule-Iv & Additional Spares And Items As Specified In Schedule-I. ] , Cost Of Maintenance Tools As Per Schedule-V ] , Cost Of Installation & Commissioning Of Crane And Dsl (Length Of Dsl As Specified In Schedule -L). ] At (Location) Sse/Els/Ajj, Sr Tamil Nadu 1.00 Numbers 8 6579Ser2 Essential Non Stock --- Yes Consignee Inr (Grp1) Services (Y) Cost Of Preventive Maintenance During 1St & 2Nd Year Of Warranty Period ] At (Location) Sse/Els/Ajj, Sr Tamil Nadu 1.00 Numbers 3. T And C F.O.R Description Destination Delivery Period Description Delivery /Completion Rate Of Supply For All Items Commencement : Within 4 Months Of Issue Of Contract, However, Delivery Completion : Within 6 Months Thereafter Period Shall Not Exceed No. Of Days As Mentioned In Delivery Schedule Chart Of Para 7 Of Section Iv Of Respective Bid Document Part Ii. However, The Delivery Period Indicated Being Tentative, May Vary At The Time Of Placement Of Order. Payment Terms S.No Description Payment Terms 1 1) 60% Payment: Upon Receipt Of The M&P, Duly Pre-Inspected By A Third -Party Inspection (Tpi) Agency, Receipted At The Site By The Consignee In Good Condition And Submission Of A Joint Receipt Note. 2) 20% Intermediate Payment: After Successful Installation And Commissioning And Submission Of A Joint Commissioning Note. 3) Final 20% Payment: After Commissioning Of The M&P At The Consignees End For A Minimum Period Of 30 Days, Upon Submission Of A 10% Warranty Bank Guarantee And A Proving Test Certificate Statutory Variation Clause S.No Description Page 2 Of 15 Run Date/Time: 27/05/2025 11:07:29Stores/Southern Rly , Cost Of Preventive Maintenance During 1St & 2Nd Year Of Warranty Period ] At (Location) Sse/Els/Ajj, Sr Tamil Nadu 1.00 Numbers
Contract Date: Jun 29, 2026 Contract Value : ₹ 95.30 Lakh
Government Departments No of Bidders 1
Tamil Nadu View Result →
12.
Power #11403983 Price Bid
Tender For Reconductoring With Lt Abc At Punnakkulam East Dtr [Cw-4569-202526-52]- 1 Straightening One Slanted Ltpole After Unbinding The Lineand Binding The Line Afterwork. 2 Renewal Of Existingdamaged/Broken Old Lt Stayin Existing Stay Rod. 3 Providing Stay For Lt Polesincluding Digging & Backfilling Pit In Ordinary Soil 4 Installation Of Insulation Piercing Connector For Main To Service Line Main :16-95 Sqmm, Tap 16-95 Sqmm 5 Installing One No. Insulation Piercing Connector Of Size Main :16 To 95 ,Tap:1.5 To 16 Sq.Mm 6 Transporting Lt Abc By Hired Vehicle To A Distance Up To 5 Km And Carring Up To 2 Drum Including Loading And Un Loading Using Crane 7 Labour Charges For Loading Lt Psc Pole From The Stacking Place And Unloading The Same At Work Site (Transportation By Any Vehicle). 8 Transporting Poles By Hired Vehicle To A Distance Upto 5Km And Carrying Upto 4 Numbers Of Poles Excluding Loading& Unloading Charges. 9 Dismantling (Without Damage) One Km Lt Single Phase 2 Wire Oh Line Conductor By Dismantling Cross Arms, Insulators And Stacking The Conductors In Rolls Properly. 10 Dismantling (Without Damage) One Km Lt Three Phase 4 Wire Oh Line Conductor By Dismantling Cross Arms, Insulators And Stacking The Conductors In Rolls Properly 11 Dismantling (Without Damage) One Km Lt Additional Conductor Line By Dismantling Cross Arms, Insulators And Stacking The Conductors In Rolls Properly. 12 Disconnecting And Lowering Down The Single Phase Wp Service Connection With Guy Wire From The Oh Line And Reconnecting The Same After Completing The Line Work. 13 Disconnecting And Lowering Down The Three Phase Wp Service Connection With Guy Wire From The Oh Line And Reconnecting The Same After Completing The Line Work. 14 Providing Strut Using Lt Psc Pole Including Digging And Back Filling Pit In Ordinary Soil. 15 Additional Rate For Excavation Of One Pit For Lt Pole/Lt Stay In Laterite 16 Additional Rate For Excavation Of One Pit For Lt Pole/Lt Stay In Hard Laterite. 17 Fitting One No. Section Fuse On Lt Line With Dropping Cables, Crimping Sockets, Connecting With Bolt & Nut Etc. 18 Dismantling One Ordinary Street Light/Cfl/Led Fitting From Existing Pole And Refitting The Same On Newly Erected Pole Including Disconnecting And Reconnecting Wires. 19 Stringing Of 1.1 Kv Aerial Bunched Cable Of Size 3 X 70 + 1 X 16+1X 50 Sqmm With Bare/Insulated Messenger Through Existing Poles 20 Erection Of Anchor Clamp / Dead End Clamp For Lt Abc Of Any Size 21 Providing Cable Tie 22 Providing End Caps 23 Installation Of Pre-Insulated Lugs For 70Sqmm 24 Installation Of Pre-Insulated Lugs For 50Sqmm 25 Installation Of Pre-Insulated Lugs For 16Sqmm 26 Providing Sattelite Connectors For Consumer Connection 27 Erection Of Suspension Clamp For Lt Abc Of Any Size 28 Renewal Of Existing Damaged/Old Lt Stay With New Stay In Place Including Excavation Of Stay Pit, Erection Of New Stay, Backfilling Pit And Refitting Of All Items And Conveyance Of All Materials 29 Insertion Of One Lt Psc Pole In Existing Single Phase Oh Line Including Digging & Back Filling Pit In Ordinary Soil, Fitting Cross Arm, Insulator, Binding Etc. Excluding Transportation Of Poles. 30 Insertion Of One Lt Psc Pole In Existing Three Phase Oh Line Including Digging & Back Filling Pit In Ordinary Soil, Fitting Cross Arm, Insulator, Binding Etc. Excluding Transportation Of Poles. 31 Renewal Of Existing Damaged/Old Lt Psc/Rcc (Single Phase Line) Pole With New Psc Pole In Place Including Excavation Of Pole Pit, Erection Of New Pole,Backfilling Pit And Refitting Of All Items Except Street Light Fitting Etc. And Conveyance Of All Materials Except Pole 32 Renewal Of Existing Damaged/Old Lt Psc/Rcc (Three Phase Line) Pole With New Psc Pole In Place Including Excavation Of Pole Pit, Erection Of New Pole, Backfilling Pit And Refitting Of All Items Except Street Light Fitting Etc. And Conveyance Of All Materials Except Pole. 33 Providing Concrete Muffing Of Size 0.45X0. 45X1.5M (0.5M Above Gl And 1M Below Gl). Excavation 0.45X0.45X1M, Concrete (1:3:6, 20Mm) 0.45X0.45X1.5M, Plastering (1:3) 12Mm 0.45X0.45Mx5Sides.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Kerala View Result →
13.
Railways #11364188 AOC
Supply Of Diesel Hydraulic Rail Cranediesel Hydraulic Rail Crane,Goods, Design, Manufacture, Supply And Erection Of 05 (Five) Tone Capacity Diesel Hydraulic Rail Crane Mounting Of The Same On Railway Supplied Bfr / Bcn Broad Gauge Wagon. Testing & Commissio Ning Of The Crane After Mounting On Railway Supplied Broad Gauge Wagon As Per Specification And Terms & Conditions Attached. Wagon Will Be Made Available At Thiruvarur (Tpj Division Of Southern Railway). The Cos T Also Includes Integration / Mounting Of Crane On Wagon At Siding Including Transportation Of Crane Along Wi Th All Accessories As Per Specification. [ Warranty Period: 30 Months After The Date Of Delivery ] ]
Contract Date: Jun 26, 2026 Contract Value : ₹ 67.91 Lakh
Government Departments No of Bidders 1
Tamil Nadu View Result →
14.
Water Resources and Irrigation #11335994 Technical Bid
Tender for Repair To Pumping Machinery Of 5 Cusec Vt Pump Set Of Unit Iv Along With Extension Of Column Pipe And Other Allied Works At Lis Katal Batal. , The Job Involve Disconnecting The Electrical Connection Of Motor Of Unit Iv And Dismantling The Slip Ring Motor From The Ratchet Assembly By Way Of Decoupling The Required Coupling Nuts And Bolt. Lifting The Motor From Base Frame With The Help Of Existing Mono Rail And Chain Pulley Block, Then Keeping It Aside. Dismantling The Ratchet Assembly From The Discharge Head And Lifting It Aside. Dismantling The Delivery Line From The Discharge Head And Suction Column By Way Of Unscrewing The Required Nuts And Bolt. Lifting The Discharge Head And Keeping It Aide. Extracting Out The Column Suction Pipe, Line Shaft, Spider Guide One By One By Way Of Dismantling The Required Nut And Bolt And Unscrewing The Line Shaft From Each Socket, Then Finally Extracting Out The 2 Stage Vt Pump Of 5 Cusec Discharge, Head Load Carriage Of Pump, Line Shafts, Sleeves, Stuffing Box And Sockets Along With Discharge Head To Road Side Up To Loading Point With The Help Of Skilled Manual Labour And Then Loading Into A Mechanical Transport For Carrying To Work Shop For Repairs With The Help Of Crane/Tools, Tackles Using Manual Labour. Complete Job Includes Cost Of Labour, Carriage Charges And Hire Charges Of Tools And Tackles. Repair To Stuffing Box By Providing And Fitting Of New Bronze Bush As Per Sample To Required Size After Re Metalling, Finishing And Drilling Holes And Making Internal Threads On Stuffing Box As Per Requirement For Securing Studs. Repair To Top Shaft By Way Of Rebuilding With Machine Able Ss Electrode At Worn Out Portions And Then Threading And Making Key Way Of Required Size. Dismantling The 2 Stage Vt Pump By Way Of Cutting Of Rusted Bolts, Nuts And Studs And Separating The Discharge Bowl, Suction Bowl From Pump Body And Then Dismantling The Two Stage Pump To Extract The Damaged Impellers And Pump Shaft. Repairs To 05 Cusec Vt Pump By Way Of Providing/ Fitting Of Neck Ring Of Stainless Steel Material- 02 Nos. By Casting, Turning And Boring To The Required Size And Press Fitting The Same In The Pump Body Then Locking Properly. Repair To Pump Shaft By Way Of Welding Turning And Finishing To Required Size And Then Threading It And Making Of Key Way On Shaper To The Required Size. Repair To Ist And Iind Stage Impeller By Fabrication Of 1 No. Neck Ring Each For Impellers And Then Press Fitting It On The Impeller And Locking It Properly And Rebuilding The Worn Out Portion With Machine Able Ss Electrode And Turning, Machining It To Its Original Shape And Size. Repair To Stuffing Box By Providing And Fitting Of New Bronze Bush As Per Sample To Required Size After Metalling, Finishing And Drilling Holes And Making Internal Threads On Stuffing Box As Per Requirement. Repair To Top Shaft By Way Of Rebuilding With Machineable Ss Electrode At Worn Out Portions And Then Threading And Making Key Way On Shaper To The Required Size. Fabrication Of New Check Nut Of Given Size. Providing And Fitting Of New Ci Spider Guide 01 Nos. Along With Rubber Bush As Per Sample. Fabrication/ Providing And Fitting Of 04 Nos Pump Body Bushes. Repairs To 02Nos Line Shaft By Way Of Welding, Turning And Making Threads As Per Sample. Providing And Fitting Of 02 No Sleeve For Line Shaft By Making Internal Threads Of Required Size. providing and Fixing Of Rubber Sheet Joints For Flanges 05 Nos Cut To Required Size. The Job Includes Fitting Of The Pump Using New Nuts And Bolts/ Studs. Fabrication/ Providing And Fitting Of Well Mouth As Per Sample And Strainer To The Bell Mouth Of Pump Body.Connecting The Bottom Suction Pipe Piece With The Pump Body Along With Line Shaft With Socket And Required Nuts And Bolts And Rubber Sheet Joints Of Appropriate Size Then Lowering The Pump In The Sump Using Tools And Tackles With The Help Of Manual Labour And Existing Chain Pulley Arrangement. Connecting All The Suction Pieces With Required Nuts, Bolts And Rubber Sheet Joints, Line Shaft With Socket, Fixing Of Spider Guide On Line Shaft Ensuring That The Spider Guide Bush Remain At Center Of Sleeves.Fitting All The Suction Pipes, Line Shaft, And Spider Guide In Similar Manner. Fabrication/Providing And Fitting Of New Suction Column Of 10 Inch Dia Of 2.5Ft Approximately With Flange Welded To Its Ends Along With Line Shafts, Spider Guides, Sleeves And Socket If Required. The Flanges Should Have 2.5 Inch (Min) Collar Width And 16Mm Thickness. The Pipes Ends Should Have Been Faced To Accommodate The Spider Guide Accurately Without Any Play. The Ends Of Pipes Should Have 04 Nos Wedge Welded To Their Ends To Support/ Give Strength To Welded Flanges. Then Fitting The Additional Fabricated Pipe Piece Before Discharge Head On The Top Piece Of Suction Pipe With Required Nuts, Bolts And Rubber Sheet Joints, Fitting The Stuffing Box With Gland Set And Gland Packing, Fitting Of Ratchet Assembly, Then Assembling The Motor By Providing And Fitting Bushes Of Appropriate Sizes And With Existing Coupling Nuts, Bolts. Giving All The Electric Connection And Testing The Running Of Pump On Full Load And Checking Of Any Type Of Leakage At Suction Column Joints.Complete Job Includes Cost Of Material, Hire Charges Of Tools And Tackles Required For Execution Of Job, Carriage, Transportation, Labour Charges And Testing Complete At Lis Katalbatal. Material Of Construction Should Be As Below:- I Line Shaft/ Line Shafts Sleeves :- Stainless Steel (Aisi-410) Ii Column Pipes Complete As Per Site Condition. :- Steel As Per Is: 210 Of 1978/Grade A Of Is:2062 1984 With Latest Amendments And Is: 4270 Iii Nuts And Bolts :- High Tensile Steel Iv Line Shaft Coupling :- Steel As Peris1030 Of 1982 With Latest Amendment V Other Component :- Conforming To Is 1710 With Latest Amendments For Such Duty, Head Variations And Quality Of Raw Water Vi Thickness Of Pipe :- 08Mm Dismantling The 120 Hp Oil Immersed Star Delta Starter From Installed Position Of Pumping Unit No. Iv After Disconnecting All Electrical Connections From Input And Output Side. Loading In Transport For Carriage To Workshop For Repair. Repair To Starter By Way Of Extracting Out The Damaged Copper Contact Points Both Moving And Fixed, Thimbles, No Volt Coil, Tripping System, Overload Relay And Replacing The Same With New Ones, Repairs To Operating Mechanism. Providing/Filling Of 20 Liters Transformer Oil For Topping Of Starter After De-Moisturizing The Existing Oil. Back Carriage Of The Starters To Lis. Installation Of Starter By Proving And Fitting New Nuts And Bolts Required Commissioning And Test. Giving All The Electric Connection By providing and Fixing New Thimbles Of Appropriating Rating/Size. Note: The Bidders Are Advised To Visit The Site And Quote The Rates Including The Rebate On Old Material. Any Modification/Alternation If Needed At The Time Of Execution Of Job Shall Be Carried Out At Site Accordingly , Rebate On Old Parts
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
15.
Housing Urban and Rular Development #11333527 Technical Bid
Tender For Rate Contract For Tentage Work Like Safe House, Dome, Stage Etc. Construction Including Barricating And Miscellaneous Works And Electric Work While Vip Visits Under Pwd Division Dungarpur Distt Dungarpur= 1 Hire Charges Includes Transporatation At Site Within Division Boundary, Loading, Unloading, Placing And Removing Complete. For Any Place With In Division Boundary. Hire Charges For 3 Days.Chairs : Pvc Chair 2 Plastic Cane Chair Of Aluminium Pipe With Arms. Steel Pipe Pedded Chair 3 Tables :Tables : Wooden Table 6 X 3 (Babool). 4 Tables : Centre Table Glass Top 2X4 5 Floor Covering :Cotton Durry (Old). 6 Cotton Durry (New). 7 Non Woven Synthtic Carpet (Red/Green) (New) 8 Woolen Carpet (New). 9 White Cotton Chader (Sheet) (Washed) 10 Pipe Pandal With Covering Ht From To 12 To 18 Ft 11 Curtain Cloth (View Cutter ) Made Out Of Steel Pipe Frame Covering With Good Quality White Cloth To Cut View Including Making Holes And Made Necessary Strengthening Support Against Wind Pressure Complete . 12 Kanat Fixed With Tent. (15X6) 13 Kanat Fixed Without Tent. (15X6) 14 5Mm Galvanised Iron (G.I) Pipe 6 Mtr. Long With New Silk Flag. 15 Water Proof Tripal. 16 Wooden Stage Height 60Cm.With Steps Complete 17 Wooden Stage Height 120 To 180 Cm.With Steps Made Of 50 Mm Dia Iron Pipe Frame With Adjustable Height System And Having Smooth Top Wooden Board Complete . 18 Cotton Mattress With White Sheet (Chader). 19 Dunlop Mattress With White Chadar Size 6X3. 20 Massand With White Cover. 21 Speech Stand Having Sunmica Top. 22 White Cotton Cloth Cover For Padded Chair Inculding Ribbon 23 Barricading With Sal Ballies As Per Design Including Tying With Vertical Post By Coconut Strings Including Digging Out Holes In All Types Of Soil Complete In All Respect With Two Horizontal Members Height 1.2 M Upto 1.5M Above Ground Level And Vertical Supports Upto 2.5 Centre And Upto 3 Days Period Including Removal And Cleaning The Site Complete In All Respect & Including Dressing Of Sides And Providing Retro Reflective Tapes For Traffic Safety As Per Direction Of Engineer-In Charge In All Types Of Soil. 24 Barricading With M.S. Pipe As Per Design Including Tying With Vertical Post Including Digging Out Holes In All Types Of Soil Complete In All Respect With Two Horizontal Members Height 1.2 M Upto 1.5M Above Ground Level And Vertical Supports Upto 2.5 Centre And Upto 3 Days Period Including Removal And Cleaning The Site Complete In All Respect & Including Dressing Of Sides And Providing Retro Reflective Tapes For Traffic Safety As Per Direction Of Engineer-In Charge In All Types Of Soil. 25 Making Of Holes In Cement Concrete/ Bitumenous Road By Power Driven Hammer For Barricating Work As Per Direction Of Engineer In Charge 26 Hire Charges For Folded Type Two Seater Sofa Set (Cum Bed) With Good Quality White Cloth Cover 27 Vip Chair With Cushion 28 Add Extra For Hire Charge For Providing Welded Mesh Size 25X25 Mm (16Swg) Over Barricating (Excluding Hire Charge Of Barricating) 29 Water Proof Tent With Pipe Pandal Supported With Bamboo/Balli /Ms Pipe Frame. 30 Water Proofing Canopy With Ornamental Frill, Inner Ceiling & Curtains Above Size 20X20 31 Three Seater 32 Chemical Toilet With House Keeping Arrangement And Providing Liquid Soap, Tissues, Comb, Freshener Etc. 33 Water Proof Dome With Truss Steel Strcture, Inner Ceiling & Curtains 90 Span 34 Aluminium German Hanger Tent Roof Made Up Of Waterproof, Fire Resistant Synthetic Rubber Fabric Of 885 Gsm. 35 Hire Charges For Led Flood Light Luminaire ( White Or Warm White As Required )For 90- 150 Watt With The Standard Housing ,Pole & Mounting Accessories With Wiring, Connection With Skilled Operator To Operate System Etc. As And When Required. With Suitable Pole For 1St Day 36 For 2Nd / 3Rd Day 37 Without Suitable Polefor 1St Day 38 For 2Nd / 3Rd Day 39 Hire Charges For Led Screen Day Light Type (P3.9) Of Suitable Size For Display Complete With Mounting Arrangement/Scaffolding, Masking Of Mounting Stand, Signal Booster, Network Switch /Splitter, Data And Power Cables And Sound System Arrangement Etc. With Skilled Operator To Operate System Etc. As And When Required. For 1St Day 40 For 2Nd / 3Rd Day 41 Hire Charges For Hd Video Camera Suitable For Sdi/Hdmi Output, Recording In Dvd/Hard Disk Fuction Complete With Two Operator As And When Etc As Required. For 1St Day 42 For 2Nd / 3Rd Day 43 Hire Charges For Video Projection Arrangement (Excluding Screens) With 3 Nos. Video Camera (Pwm 120 Sony Nx 5Z7/Equivalent) Including Mixer (Pansonix Mx70/Data Video Mx500/ Equivalent) Complete With Required Hdmi/Sdi Etc. Wiring Vtr, Switchers, With Skilled Operator To Operate System Etc As And When Required. For 1St Day 44 For 2Nd / 3Rd Day 45 Hire Charges Of Crane With Operators For Video Camera For 360° Movement Complete Arrangement With Skilled Operator To Operate System As And When Etc As Required. For 1St Day 46 For 2Nd / 3Rd Day 47 Hire Charges For 42\ Hd Led/Plazma Tv Complete With Mounting Arrangement , Connections, Testing Etc. With Skilled Operator To Operate System Etc As And When Required. For 1St Day 48 For 2Nd / 3Rd Day 49 Hire Charges For 50/52\/Higher Sizes Hd Led/Plazma Tv Complete With Mounting Arrangement , Connections, Testing Etc.With Skilled Operator To Operate System Etc As And When Required. For 1St Day 50 For 2Nd / 3Rd Day 51 Hire Charges For Equipments Required For Public Address & Sound System For A Very Important Public Function/ Vvip Visits Including Transportation,T&P,Scafolding, Testing And Connections With Trial Etc. With Skilled Operator To Operate System Etc As And When Required. 15 Inch 3 Way Line Array Speaker Adamson E15/L Acoustics -K1/D&B Gsl Or Equivalent Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 52 For 2Nd / 3Rd Day 53 12 Inch 3 Way Line Array Speaker Adamson E12/L Acoustics -K2/D&B Gsl/Jbl A-12 Or Equivalent Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 54 For 2Nd / 3Rd Day 55 Pentium -Iv Laptop With Hdmi Cable & Stereo Sound Output Make-Hp/Dell/Lenovo Or Equivalent As Approved By Engineer In Charge.For 1St Day 56 For 2Nd / 3Rd Day 57 Cross Overs For The Speakers Distributions Make- Dbx Or Equivalent As Approved By Engineer In Charge.For 1St Day 58 For 2Nd / 3Rd Day 59 Amplifier Suitable For The Installed Speakers/Sound System As Required.For 1St Day 60 For 2Nd / 3Rd Day 61 Suspension Kits With Suitable Stand For The 3-Way Speakers As Required.For 1St Day 62 For 2Nd / 3Rd Day 63 Required Necessary Snake Cables,Audio Connection Cables, Speakers Cables,Electrical Wiring, Boards, Connector Etc For Speakers/Horns Etc. As Required For 1St Day 64 For 2Nd / 3Rd Day 65 Top Speakers Jbl/Rcf Or Equivalent. As Approved By Engineer In Charge.For 1St Day 66 For 2Nd / 3Rd Day 67 Monitor Speakers Jbl/Rcf Or Equivalent. (For Stage) As Approved By Engineer In Charge.For 1St Day 68 For 2Nd / 3Rd Day 69 Cordless Mike Hi -End(For Vvip Visit)With Antenna Combiner Etc.Make:-Shure .Ad4D/Sennheiser 6000 Or Equivalent.Reputed Make/Model As Approved By Engineer In Charge..For 1St Day 70 For 2Nd / 3Rd Day 71 Digital Mixer (128+48) Digico Sd10/Avid S6L 24C/Dlive 7000 Or Equivalent..Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 72 For 2Nd / 3Rd Day 73 Channel Mixer Digital (32+16) Midas M32/Sq7/ Sound Craft S1 Or Equivalent.Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 74 For 2Nd / 3Rd Day 75 Effect Processors. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 76 For 2Nd / 3Rd Day 77 Compressors. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 78 For 2Nd / 3Rd Day 79 Amplifiers 700 Watt Rms At 100 Ohm.For Horns Make:-Ahuja/Qsc Or Equivalent As Approved By Engineer In Charge.For 1St Day 80 For 2Nd / 3Rd Day 81 Mikes With Big Stand. Make:-Shure/Akg/Sennheiser Or Equivalent As Approved By Engineer In Charge.For 1St Day 82 For 2Nd / 3Rd Day 83 32 Band Equalizer. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 84 For 2Nd / 3Rd Day 85 Snake Cable/Audio Cable/ Bnc Cable /Cat 6 Cable (100 Mtr) Including Accessories, Connection, Testing Etc. As Required.For 2Nd / 3Rd Day 86 For 2Nd / 3Rd Day 87 Hire Charges For Light Point Complete With Lamp,Holder,Wiring In Casing Or In Pvc Conduit , Controlling Switch And Circuit Protection McbS With Skilled Operator To Operate System As And When Etc As Required. For Shops/ Stalls Etc. For 1St Day 88 For 2Nd / 3Rd Day 89 Hire Charges For Power/Light Plug On Board Including Wiring In Pvc Casing Or In Pvc Conduit , Controlling Switch And Circuit Protection McbS With Skilled Operator To Operate System As And When Etc As Required. For Shops/ Stalls Etc. For 1St Day 90 For 2Nd / 3Rd Day 91 Hire Charges For Led Tube Light Fixture With 18/20 Watt With Skilled Operator To Operate System As And When Etc As Required.For 1St Day 92 For 2Nd / 3Rd Day 93 Hire Charges For Silent Type D.G. Set, Including Change Over Switch. Control Panel, 2 No. Pipe Earthing Etc. And Excluding Pol With Skilled Operator To Operate System As And When Etc As Required. Of Following Capacity:62.5 Kva 94 From 2Nd Day Onwards 95 125 Kvafor 1St Day 96 From 2Nd Day Onwards 97 Hire Charges Of Main Service Line For 3 Phase Connection Upto 50 Mtr. Length (Without Any Joint) Including Meter Board, Panel/Distribution Board And Supports With Skilled Operator To Operate System As And When Etc As Required. Upto 25.0 Sq.Mm Size Pvc Insulated And Sheathed Cable( Aluminium Armoured Or Un-Armoured As Required.) For 1St Week 98 For 2Nd / 3Rd Day 99 Above 25.0 Sq.Mm & Upto 95 Sq.Mm Pvc Insulated And Sheathed Cable Aluminium Armoured Or Un-Armoured As Required.)For 1St Week 100 For 2Nd / 3Rd Day 101 Above95.0 Sq.Mm Pvc Insulated And Sheathed Cable Aluminium Armoured Or Un-Armoured As Required.)For 1St Week 102 For 2Nd / 3Rd Day 103 Supply And Filling Of Pol For Dg Sets 104 Hire Charges Of Sub Service Line For Single/ Three Phase Connection Upto 30 Mtr. Length Including Dist. Board And Supports With Skilled Operator To Operate System As And When Etc As Required. Single Phase Upto 6 Sqmm Pvc Insulated And Sheathed Aluminium Cablefor 1St Week 105 For 2Nd / 3Rd Day 106 Three Phase & Neutral Upto 10 Sqmmpvc Insulated And Sheathed Aluminium Cablefor 1St Week 107 For 2Nd / 3Rd Day 108 Hire Charges For Jumbo Polycarbonate/Fiber Body Moveable Desert Cooler Complete With Water Filling And Operator With Skilled Operator To Operate System As And When Etc As Required. For 1St Day 109 For 2Nd / 3Rd Day 110 Hire Charges For Following Type Of Airconditioners Including Copper Piping , Drain Piping And Electrical Connections With Skilled Operator To Operate System As And When Etc As Required. 3.0 /4.0 Tr Tower Type Split Acfor 1St Day 111 2Nd Day Onwards 112 Hire Charges Of 1 Kva Online Ups With Battery (Backup Of 1 Hour At Full Load) With Wiring,Connection With Skilled Operator To Operate System As And When Required.. For 1St Day 113 For 2Nd / 3Rd Day 114 Hire Charges Of Public Address System For A Important Public Function With 5/ 6 No. Of Microphones With Following Nos Of Stand Hi Fi Box, Speakers/ Horns, Stand By Amplifiers , Battery Backup Complete Including Transportation Etc. With Skilled Operator To Operate System As And When Etc As Required. : 4 Nos 3 Way Big Box Speakers And Upto 20 Horn(5000 Audiences)For 1St Day 115 For 2Nd / 3Rd Day 116 Pipe Earthing As Per Is:3043- 1987 With 3.0 Mtr. Long, 40 Mm Dia. B Class G.I. Pipe Is: 1239 (Part-1) 2004, Equivalent To Bs : 1387 With Perforated Holes Of 12 Mm Dia ,Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, Heavy Duty Weather Proof Poly-Propylene Earth Inspection Chamber As Per Requirement Of Is/Iec 62305 And Tested As Per Iec 62561-5 With Lockable Jam Free Lid Suitable For Safe Working Load 60 Kn Of Round / Square Size 250 Mm, And Height 250 To 300 Mm And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Less As Required. 117 Hire Charges For Following Type Of Airconditioners Including Copper Piping , Drain Piping And Electrical Connections With Skilled Operator To Operate System As And When Etc As Required. 8.5 Tr Ductable Type Split Acfor 1St Day
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
16.
Power #11314309 Price Bid
Tender for Strenthning Of 33 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (3 No. Work) (Dpr N0. 13, 14, 15) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 33 Kv Xlpe Cable 3X300 Sqmm , 33 Kv Termination Kit 3X300 Sqmm O/D , 33 Kv Polymeric Pin Insulator With Pin , 33Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 33 Kv Xlpe Cable 3X300 Sqmm , 33 Kv Termination Kit 3X300 Sqmm O/D , 33 Kv Polymeric Pin Insulator With Pin , 33Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of Pole Structure For Plain Cement Concrete Pole 11 Mtr 33 Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 50×6 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 33 Kv Ht Xlpe Cable Of Size 3×300Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Hdd Method For Laying Of Underground Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 33 Kv Ht Xlpe Cable Of Size 3×300Sq.Mm Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 125X65x6mm , M.S. Angle 65X65x6mm , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe De-Erection And Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Installation Of Increasing Cap. 100-250 Kva Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (10 No. Work) (Dpr N0. 476, 477, 478, 482, 483, 485, 487, 492, 496 & 581 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11/0.440 Kv 250 Kva Dt , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Set Complete , 11 Fuse Set , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of High Quality Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Henley Type Tailless Unit Protection Cubical Panel 500A, 650V For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials Such As Long Barrel Lugs, Glands, Nuts & Bolts Etc.) Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 250 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Alu. 1X240 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Construction Of Tif Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mtr.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Provinding & Fixing Of Safety Fencing (Ms) For 11/0.4 Kv, 250Kva Dt, With Supply Of Material Required For Ms Fencing Upto Dt Upper Level By Constructing 1 Feet Masnary Wall With Bricks & 4X8 Feet Frames Bolted And Welded Alongwith, The construction Of Frames With 75X75x6 Mm Corrosion Free Ms Angle, 8 Swg M.S. Gi Wire Mess Corrosion Free Made Of Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle To Be Fitted On Vertical Posts. And Dual Door Gate To Facilitate Entry And Exit With Locking Arrangements. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Gi Angle . Such Post Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Metalic Materilas Should Be Galvanized & Corrosion Free) , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe Dismentling And Carriage Of Old & Used 11/0.440 Kv 100 Kva Dt From Site To Electricity Store Centre At Hapur Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Installation Of Increasing Cap. 25-100 Kva Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (5 No. Work) (Dpr N0. 535, 540, 541, 542 & 547) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11/0.440 Kv 100 Kva Dt , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Ab Cable 3X95+1X70+1X16 Sqmm , Lt Pvc Alu. 3.5X150 /70 Sqmm , Earthing Complete , Stay Set Complete , Lt Distributon Box , 11 Fuse Set , Erection And Fixing Of Single Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Single Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Suspension Clamps , I-Hook , Peircing Connector 95 Sqmm , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Dt With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 100 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X95+1X70+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Alu. 3.5X150/70 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Repalacement Of 33 Kv Vcb In B.Plan 2026-27 Scheme At 33/11 Kv Rampur Road S/S, Edd-I Hapur, Under Edc Hapur (01 No. Work) (Dpr N0. 19) , Safe Carriage Of 33 Kv Vcb 800A, 750Mva With Steel Structure From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Erection Of 33 Kv Vcb 800A, 750Mva With Steel Structure In 33/11 Kv Rampur Road S/S Inculding Connection Of Control Cables Etc. The Steel Structure Must Be Connected With Existing Earthing By 50X6 Mm Gi Strip As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Gi Strip Shall Be Provided By Contractor , Providing And Fixing Of 4X2.5 Sqmm Copper Control Cable In Switch Yard Though Trench And Upto Vcb Panel As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
17.
Power #11314308 Price Bid
Tender for Installation Of 100 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (10 No. Work) (Dpr N0. 106, 108, 109, 110, 111, 112, 113, 114, 115 & 116 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 11/0.440 Kv 100 Kva Dt , Acsr Weasel Conductor , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Ab Cable 3X95+1X70+1X16 Sqmm , Lt Pvc Alu. 3.5X150/70 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Rod , Stay Wire 7/10 Swg. , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 11 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 100X50x5mm , M.S. Angle 65X65x6mm , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Suspension Clamps , I-Hook , Peircing Connector , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Dt With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 100 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 100 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X95+1X70+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Al 3.5X150/70 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of G.I. Strip Of Size 50 Mm × 6 Mm For Connection Of Transformer, Including Cutting, Bending, Drilling, Welding/Bolting, Clamping, And Proper Jointing With Required Nuts, Bolts, Washers, Clamps, And All Necessary Materials, Labour, Tools & Plants For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Earthing Of Supports And Neutral Of Dt With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Earthing Of Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (2 No. Work) (Dpr N0. 57 & 58) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Earthing Rod , Gi Wire 6 Swg , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing, Supplying, And Fixing Of Heavy-Duty Nuts And Bolts Of Approved Make And Grade, Complete With Two Numbers Plane Washers And One Number Heavy-Duty Spring Washer Per Assembly, Conforming Strictly To Relevant Is Specifications And Respo Drawing Norms; Scope Of Work Includes Material Supply, Transportation, Precise Positioning, Alignment, And Rigid Tightening To Specified Engineering Torque Limits On Electrical Structures, Steel Poles, Cross-Arms, Or Substation Equipment, Inclusive Of Rust-Preventive Primer/Paint Coatings Where Required, All Handling Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Executed Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip 50X6 Mm & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Supply And Delivery Of Heavy-Duty 4-Ton Capacity Transformer Handling Trolley (12 X 6) Complete With Tyres, Stabilization Jacks, Mesh Safety Fencing, And Dual Gates As Per Technical Specifications. detail project report 99, 100, 101 , Providing And Safe Delivery Of Heavy-Duty Transformer Handling Trolley Complete In All Respects As Per Approved Specifications And Directions Of Engineer-In-Charge. The Trolley Shall Be Fabricated With Overall Outer Dimensions Of 12 Feet Length × 6 Feet Width Using Heavy-Duty M.S. Structural Sections And Designed For Minimum Load Carrying Capacity Of 4 Tons Without Bending, Deformation, Or Structural Failure. The Platform Shall Have Minimum Structural Depth Of 6 Inches Fabricated With Heavy-Duty M.S. Plates Supported On Rigid Internal Frame Suitable For Handling Static And Dynamic Transformer Loads During Lifting, Shifting, Transportation, And Storage. The Trolley Shall Maintain Uniform Minimum Ground Clearance Of 3.5 Feet From Bottom Of Main Frame To Ground Level And Shall Be Provided With Side Retaining Walls Of Minimum 32 Inches Height Above Platform Level. Complete Safety Fencing Of 6 Feet Height Fabricated With Alloy M.S. Mesh Securely Welded To Structural Frame Along With Continuous 0.5-Foot M.S. Angle Reinforcement At Top Perimeter Shall Be Provided On All Four Sides. One Front Gate And One Rear Gate Each Of Minimum 6 Feet Width Complete With Heavy-Duty Hinges And Locking Arrangement Shall Also Be Provided For Loading And Unloading Purposes. The Main Longitudinal Frame Members Shall Be Fabricated Using 100 Mm × 50 Mm M.S. Channels And Cross Members Using 75 Mm × 40 Mm M.S. Channels Placed At Suitable Spacing For Uniform Load Distribution. The Trolley Shall Be Complete With Axle And Wheel Assembly Comprising Two Nos. Heavy-Duty 65 Mm Dia Steel Axles, Four Nos. Tyres Size 7 × 50 × 16, Four Nos. Heavy-Gauge Steel Rims Size 7 × 50 × 16, Heavy-Duty 36-Inch Bearing Arrangement, And Four Nos. Jack Punches With Chudi Size 12 × 50 Mm Dia At Each Corner For Stabilization During Loading And Unloading Operations. All Fabrication Work Shall Be Carried Out With High-Quality Arc/Co₂ Welding And All Joints Shall Be Properly Finished, Ground Smooth, And Free From Cracks, Porosity, And Defects. The Complete Structure Shall Be Cleaned Thoroughly And Painted With One Coat Of Red Oxide Primer Followed By Two Coats Of Approved Industrial Enamel Paint. All Materials Including M.S. Plates, Channels, Angles, Mesh, Tyres, Rims, Bearings, And Welding Consumables Shall Be Brand New And Conform To Relevant Is Specifications. The Completed Trolley Shall Be Inspected By Competent Authority And Any Defects Shall Be Rectified By Contractor At No Extra Construction The Rate Shall Include Cost Of All Materials, Labour, T&P, Fabrication, Fitting, Welding, Painting, Transportation, Loading, Unloading, Testing, Inspection, And Delivery Complete In Ready-To-Use Condition. Unit: Each (No.).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
18.
Power #11314307 Price Bid
Tender for Strenthning Of 11 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (17 No. Work) (Dpr N0. 44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , Plain Cement Concrete Pole 8.5M Long , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , 11Kv Xlpe Cable 3X120 Sqmm , 11Kv Xlpe Cable 3X185 Sqmm , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Termination Kit 3X120 Sqmm I/D , 11Kv Termination Kit 3X120 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv Polymeric Disc Insulator With Fitting , 11Kv V-Type Cross Arm , Earthing Rod , G.I. Wire 6Swg , G.I. Wire 8Swg , Stay Set , Stay Wire 7/10 Swg. , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 11Kv Termination Kit 3X120 Sqmm I/D , 11Kv Termination Kit 3X120 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv Polymeric Disc Insulator With Fitting , 11Kv V-Type Cross Arm , Erection And Fixing Of Pole Structure For 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Grouting Of St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Laying, Stringing And Final Sagging Of Acsr Weasel/Rabbit/Dog Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×120Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Hdd Method For Laying Of Underground Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm In Hdpi Pipe By Safly Pulling, Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 100X50x5mm , M.S. Angle 65X65x6mm , Providing And Fixing Guarding Angle Size 50*50*5 And Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Gi Wire Will Be Provided By Department). , Providing And Installation Of Maintenance-Free, Multifaceted, Corrosion-Resistance Free Gi Pipe Earthing Upto Water Level Pipe Dia 2 Inch 80Feet. Providing And Fixing Of Gi Earth Strip Size 50Mm*6Mm For Connection (The Strip To Be Properly Welded To The Earthing Electrode And Neutral Support), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Excavation, Installation, Welding, Connection, Testing, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Construction Of 11 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (01 No. Work) (Dpr N0. 69) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11Kv Xlpe Cable 3X185 Sqmm , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv V-Type Cross Arm , Erection And Fixing Of Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Digging Of Trech As Per Respo Drawings/Standard Norms For 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Including Proper Installation And Commissioning At Site.Including Machinery, Drilling/Excavation, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues Measurement Shall Be Made On Actual Length Of Trech At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. And Completing The Work As Per Directions Of Engineer-In-Charge , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm (Double Ckt) Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Installation Of 250 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (5 No. Work) (Dpr N0. 102, 103, 104, 105 & 107 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 11/0.440 Kv 250 Kva Dt , Acsr Weasel Conductor , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Pvc Alu. 1X400 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Rod , 11 Fuse Set , Stay Wire 7/10 Swg. , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 11 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Danger Board Of Approved Design And Size, Made Of Suitable Weatherproof Material With Required Painting And Lettering, Including Fixing On Pole/Structure With Nuts, Bolts, Clamps And All Necessary Labour, Tools & Plants For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing & Fixing Of High Quality 3 Phase 4 Wire 440V, 400A, ≥ 35Ka, With Overload Short Ckt And Earth Falt Protection, Outdoor Type, Weather Proof Lt Mcb With Box With Locking Arrangement For 11/0.440Kv, 250 Kva Dt With Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Henley Type Tailless Unit Protection Cubical Panel 500A, 650V For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials Such As Long Barrel Lugs, Glands, Nuts & Bolts Etc.) Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 250 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Lt Pvc Alu. 1X400 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Construction Of Tif Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mtr.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Provinding & Fixing Of Safety Fencing (Ms) For 11/0.4 Kv, 250Kva Dt, With Supply Of Material Required For Ms Fencing Upto Dt Upper Level By Constructing 1 Feet Masnary Wall With Bricks & 4X8 Feet Frames Bolted And Welded Alongwith, The construction Of Frames With 75X75x6 Mm Corrosion Free Ms Angle, 8 Swg M.S. Gi Wire Mess Corrosion Free Made Of Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle To Be Fitted On Vertical Posts. And Dual Door Gate To Facilitate Entry And Exit With Locking Arrangements. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Gi Angle . Such Post Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Metalic Materilas Should Be Galvanized & Corrosion Free) , Providing And Fixing Of All Types Of Clamps Suitable For Electrical Line/Equipment Works, Including Supply Of Approved Quality Clamps, Nuts, Bolts, Washers, Fabrication, Fitting, Tightening, And All Necessary Labour, Tools & Plants Required For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
19.
Power #11314305 Price Bid
Tender for 11 Kv Line Bifercation Amba Panel Industrial In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (01 No Work) detail project report 71 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Dog Conductor , 11 Kv completion Poly. Pin Insulator , Stay Set , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Vcb Outgoing , Gi X-Arm Angle , 11 Kv Cable Box O/D Type Size 3X120 Sq.Mm , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets, Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works For Proper Completion Of Work As Directed By The Engineer-In-Charge , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast), Backfilling, Proper Ramming, Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Labour, Tools & Plants And Grouting Material As Directed By The Engineer-In-Charge. , Making And Filling Of 11 Kv Xlpe Cable Jointing Kit Suitable For 3 × 120 Sq.Mm Cable, Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Engineer-In-Charge. , Installing, Testing And Commissioning Of 11 Kv Vcb Outgoing Panel Complete In All Respects, Including Mounting, Alignment, Interconnection, Control Wiring, Earthing, Nuts, Bolts, Clamps And All Associated Accessories, Labour, Tools & Plants Required For Proper Installation And Satisfactory Operation As Per Approved Drawings, Departmental Specifications And Directions Of The Engineer-In-Charge , Providing, Fabricating And Fixing Of Side Bracket Made Of M.S. Channel And M.S. Angle, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, Complete In All Respects As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work.. , Erection Of 11 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 11 Kv Pin Insulator Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 11 Kv Disc Insulator With Fittings Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of T-Off Clamp Complete With Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants Required For Proper Installation And Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , 33 Kv Line Strengthing In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (03 No Work) 17,18,19 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Acsr Dog Conductor , Earth Rod , 33 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , Gi Wire 4Mm/8Swg , 33 Kv Cross Arm 100X50 Mm , 33 Kv Cable Box O/D Type Size 3X300 , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , 33 Kv completion Poly. Pin Insulator , Stay Wire , Gi Wire 4Mm/8Swg , Erection And Fixing Of Single Plain Cement Concrete Pole, 11 Mtr Long, For 11 Kv Line Complete In All Respects, Including Digging Of Suitable Pit, Positioning, Alignment, Dressing And Fixing Of Requisite Accessories As Per Respo Drawings/Norms, Including Providing And Fixing Of F-Bracket Made Of M.S. Flat Of Size 50 × 6 Mm, Holding Clamps Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts And Bolts, And All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) As Per Drawing, Backfilling, Proper Ramming And Allied Civil Works, Including Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Grouting Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Earthing Of Supports With M.S. Earth Rod Of Size 20 × 2540 Mm Complete In All Respects, Including Excavation Of Pit, Driving Of M.S. Rod At A Distance Of 3.0 M From The Support And 0.5 M Below Ground Level, And Connection Of Support With Earth Electrode Using Suitable Size G.I. Wire And Earthing Lugs, Including Providing And Fixing Of Proper Size Nuts, Bolts And All Associated Accessories, As Per Respo Drawings/Norms, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting Of Plain Cement Concrete Supports Complete In All Respects With Cement Concrete In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) In Block Size 450 × 450 Mm Up To 1/6Th Of The Full Length Of Support Below Ground Level, Including Providing 300 Mm Plinth Above Ground Level With Cement Concrete In Ratio 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Grit) With Proper Mufting As Per Approved Drawing, Including Backfilling, Proper Ramming And Providing All Required Grouting Materials, Labour, Tools & Plants For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of 6 Inch Dia Class-B G.I. Pipe Over 33 Kv 3 × 300 Sq.Mm Xlpe Cable And Lt Xlpe Cable Before Mounting On Double Pole Structure, Complete In All Respects, Including Providing And Fixing Of Suitable Clamps, Sealing Of Top And Bottom Ends Of Pipe, Burying One End Of Pipe Approximately 500 Mm Below Ground Level, Mounting And Clamping Of Cable On Double Pole Structure, And Making Connection With Overhead Line At Both Ends, Including All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 33 Kv Xlpe Cable Jointing Kit Suitable For 3 × 300 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Erection Of 33 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Trenchless Laying Of 200 Mm O/D Pe-80, Pn-4 Grade Uv Stabilized Hdpe Pipe Conforming To Relevant Is Specifications In Standard 6 Mtr Length For Laying Of Underground Cable, Complete In All Respects As Per Respo Norms, Including Cost Of Hdpe Pipe, Jointing, Handling, Labour, Tools & Plants And All Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Laying Of 33 Kv Xlpe Cable Of Size 3 × 300 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Holding Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Jumpering And Line Energisation Work Complete In All Respects, Including Proper Connection, Tightening, Testing And Commissioning As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants And Associated Materials Required For Safe And Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Safe De-Erection And Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , 11 Kv Line Strengthing In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (11 No Work) detail project report 61,62,63,64,65,66,67,68,69,70,71 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , Earth Rod , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Gi Wire 10Swg , Gi X-Arm Angle , 11 Kv Vtype Steel Cross Arm , 33 Kv Cable Box O/D Type Size 3X300 , 11 Kv Cable Box O/D Type Size 3X120 Sq.Mm , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , 11 Kv Xlpe Cable 3X300 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Gi Wire 10Swg , Gi X-Arm Angle , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , Erection And Fixing Of Single Plain Cement Concrete Pole, 8.50 Mtr Long, For 11 Kv Line Complete In All Respects, Including Digging Of Suitable Pit, Positioning, Alignment And Fixing Of Requisite Accessories As Per Respo Drawings/Norms, Including Providing And Fixing Of F-Bracket Made Of M.S. Flat Of Size 50 × 6 Mm And Holding Clamps Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts And Bolts, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Weasel Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Rabbit Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) As Per Approved Drawing, Including Backfilling, Proper Ramming And Allied Works, Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Grouting Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Earthing Of Supports With M.S. Earth Rod Of Size 20 × 2540 Mm Complete In All Respects, Including Excavation Of Pit, Driving Of M.S. Rod At A Distance Of 3.0 M From The Support And 0.5 M Below Ground Level, And Connection Of Support With Earth Electrode Using Suitable Size G.I. Wire And Earthing Lugs, Including Providing And Fixing Of Proper Size Nuts, Bolts And All Associated Accessories, As Per Respo Drawings/Norms, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting Of Plain Cement Concrete Supports Complete In All Respects With Cement Concrete In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) In Block Size 450 × 450 Mm Up To 1/6Th Of The Full Length Of Support Below Ground Level, Including Providing 300 Mm Plinth Above Ground Level With Cement Concrete In Ratio 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Grit) With Proper Mufting As Per Approved Drawing, Including Backfilling, Proper Ramming And Providing All Required Grouting Materials, Labour, Tools & Plants For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of 6 Inch Dia Class-B G.I. Pipe Over 33 Kv 3 × 300 Sq.Mm Xlpe Cable And Lt Xlpe Cable Before Mounting On Double Pole Structure, Complete In All Respects, Including Providing And Fixing Of Suitable Clamps, Sealing Of Top And Bottom Ends Of Pipe, Burying One End Of Pipe Approximately 500 Mm Below Ground Level, Mounting And Clamping Of Cable On Double Pole Structure, And Making Connection With Overhead Line At Both Ends, Including All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 33 Kv Xlpe Cable Jointing Kit Suitable For 3 × 300 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 11 Kv Xlpe Cable Jointing Kit Suitable For 3 × 120 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Providing, Fabricating And Fixing Of Side Bracket Made Of M.S. Channel And M.S. Angle Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 33 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Trenchless Laying Of 200 Mm O/D Pe-80, Pn-4 Grade Uv Stabilized Hdpe Pipe Conforming To Relevant Is Specifications In Standard 6 Mtr Length For Laying Of Underground Cable, Complete In All Respects As Per Respo Norms, Including Cost Of Hdpe Pipe, Jointing, Handling, Labour, Tools & Plants And All Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying Of 11 Kv Xlpe Cable Of Size 3 × 125 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying Of 33 Kv Xlpe Cable Of Size 3 × 300 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Danger Board Complete In All Respects, Including Providing And Fixing Of All Required Accessories Such As Suitable Clamps, Nuts, Bolts And Allied Materials, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Stone Pad Of Size 300 × 300 × 75 Mm Complete In All Respects, As Per Respo Norms And Approved Drawings, Including Excavation, Dressing, Leveling, Proper Positioning, Packing And Fixing With All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of F-Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Holding Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Top Channel Of Approved Make And Required Dimensions Conforming To Respo Norms And Specifications; Work Includes Material Supply, Transport, Unloading, Cutting To Size, Hoisting, Alignment, And Rigidly Securing In Position With Approved Fasteners, Hardware, And Scaffolding At Any Height Or Location, Complete In All Respects As Per The Manufacturers Guidelines And To The Entire Satisfaction And Direction Of The Site In-Charge. , Providing And Fixing G.I. Barbed Wire Fencing Of Approved Make, Weight, And Gauge Conforming Strictly To Respo Norms And Standard Technical Specifications; Work Includes Supplying, Transporting, And Unrolling Required Lines Of Horizontal And Diagonal Strands, Tightly Stretching, Aligning, And Securely Fixing To Concrete/Steel/Stone Posts Using Approved G.I. Staples, Binding Wire, Or Fasteners, Including All Leads, Lifts, Necessary Scaffolding, Tools, Tackles, And Labor Required To Complete The Installation In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing M.S. / G.I. / High-Tensile Nut And Bolt Assemblies Of Approved Make, Grade, And Required Diameters/Lengths Conforming Strictly To Respo Norms And Standard Technical Specifications; Work Includes Supply, Transport, Positioning, Aligning, And Rigidly Tightening To The Specified Torque Using Appropriate Washers (Plain/Spring) And Tools, Including All Necessary Scaffolding, Labor, Leads, And Lifts Required To Complete The Fastening Work In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Erection Of Structural Steel Bracing Sets Of Size 4.3 M X 4.3 M Fabricated From M.S. Angle Sections Of Size 65 Mm X 65 Mm X 6 Mm, Conforming Strictly To Respo Norms And Technical Specifications; Work Includes Hoisting, Lifting, Proper Positioning, Leveling, Aligning, And Rigidly Securing The Assembly Using Approved Holding Clamps, Structural Nuts, Bolts, And Washers Of Required Sizes, Including The Cost Of All Fastening Hardware, Necessary Tools, Tackles, Scaffolding, Staging, Leads, Lifts, And Labor Required To Complete The Installation In All Respects As Per Standard Engineering Practices And Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , 33 Kv Protection Of Sub-Station In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur.(01 No Work) detail project report 39 , Carriage Of 33 Kv Vcb From Electricity Store Center Hapur/J,E. Store To Site Of Work With Loading And Unloading At Both Ends On Kachha Packka Road, As Per Direction Of Site Lncharge. , Carriage Of 33 Kv Ct Out Door From Electricity Store Center Hapur/J,E. Store To Site Of Work With Loading And Unloading At Both Ends On Kachha Packka Road, As Per Direction Of Site Lncharge. , 33 Kv Installation Of Vcb , 33 Kv Installation Of Ct Outdoor , Providing & Making And Fixing Of Side Breckit By Ms. Channel, Ms Angle By Providing Holding Clamp & Nut Bolt As Per Respo Norms, And As Per Direction Of Site Incharge. , Erecetion Of 11 Kv Disc Insulator With Fitting By Providing Holding Clamp & Nut Bolt As Per Respo Norms, And As Per Direction Of Site Incharge. , Providing And Fixing Of Copper Control Cable Size 2X2.25 Sq.Mm. , As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Maintenance-Free Water Level Chemical Earthing System Conforming To Is:3043 Specifications For Distribution Transformers And Substations; Scope Includes Boring An Earth Pit Of Required Depth, Inserting A Heavy-Duty Copper-Bonded Steel Electrode Or Gi Pipe (Minimum 3-Meter Length), Backfilling The Pit With Eco-Friendly Moisture-Retaining Earth Enhancement Chemical Compound, Providing A Dedicated Funnel Arrangement With A Perforated Gi Watering Pipe Running To The Root Of The Electrode For Manual Moisture Replenishment, Constructing A Rigid Brick Masonry/Pre-Cast Concrete Inspection Chamber With A Heavy-Duty Removable Cover Plate At Ground Level, And Establishing Secure Structural Connections To The Equipment Earth Grid Using Proper Size Gi/Copper Strips, Inclusive Of All Excavation In Any Soil Strata, Backfilling, Ramming, Hardware, Labor, Tools, Tackles, And Transportation, Complete In All Respects As Per The Directions Of The Engineer-In-Charge. , Providing And Fixing Of Ms Channel As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Ms Angle As Per Respo/Norms And As Per Direction Of Site Incharge. , Jumpering And Line Energisation Work Properly As Per Respo/Norms And As Per Direction Of Site Incharge. , 33 Kv Vcb In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. ( 07 No Work) detail project report 20,21,22,23,24,25,26 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , 33 Kv Ct Outdoor Ctr 200/100/1 , Control Pannel 33 Kv Double T/F , 33 Kv Outdoor Type Vcb , Providing, Fabricating, And Fixing M.S. Side Brackets Of Required Design And Dimensions, Utilizing Approved M.S. Channel And M.S. Angle Sections, Conforming Strictly To Respo Norms And Standard Technical Specifications; Scope Of Work Includes Material Supply, Cutting, Welding, Drilling, Rust-Preventive Primer Coating, Hoisting, Proper Alignment, And Rigidly Securing The Brackets In Position Using Appropriate Holding Clamps, Nuts, Bolts, And Washers, Inclusive Of All Necessary Staging, Scaffolding, Tools, Tackles, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 2 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Is Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Glands, Glands-Earthing, And Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Leads, And Lifts, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 4 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Engineering Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Systematic Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Glands, Glands-Earthing, And Necessary Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Construction Of Vacuum Circuit Breaker (Vcb) Plinth Of Size 2.0 M X 2.0 M X 1.5 M Suitable For A 250 Kva Transformer/System, Executed Strictly As Per Approved Structural Drawings And Respo Norms; Work Includes Excavation, Providing And Laying Cement Concrete (Cc) 1:4:8 (1 Cement : 4 Sand : 8 Graded Brick Ballast) In Foundation, Constructing Side Walls Using 1St Class Brickwork In Cement Mortar 1:4 (1 Cement : 4 Fine Sand), Applying 12 Mm Thick Cement Plaster 1:4 (1 Cement : 4 Fine Sand) On Exposed Surfaces, Backfilling Inside The Plinth With Brick Ballast Including Systematic Watering And Heavy Ramming/Compaction, And Casting A Finished Reinforced Cement Concrete (Rcc) Top Slab In 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Including Necessary Reinforcement Steel, Shuttering, Centering, And Curing; Rate Shall Be Fully Inclusive Of All Material Supply, Transport, Machinery, Scaffolding, Labor, Leads, And Lifts, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 6 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Engineering Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Systematic Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Compression Glands, Glands-Earthing, And Mandatory Pre-Commissioning Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Propviding And Intallation All Requrment For Earthing Of Neutral By Boring And Lowering Of G.I. Pipe Size 32 Mm Dia... Into The Ground Up To Water Level 80 Fit. With The Lower End Of Solid Copper Cone Approx. 225Mm Long And 750 Gm. In Weight Shall Be Provided And In Pipe As Well As Bringing Out A Continuous Copper Wire 6 Swg From The Cone Up To The Ground Surface Where It Will Bc Bolted To The Nf.S. Earth Strip For Tif Neutral Connection, The Earth Strip *Vill Be Welded To The G.L. Pipe And Neutral Earthing Support, As Per Direction Of Site Incharge. , Installation Of 100 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-Garh, Under Edc Hapur (No. Of Work 5) 121,122,123,124,128 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Earth Rod , A.B Cable L.T (3X120+1X95+1X16) Sq Mm , D.O Fuse Set , 11 Kv Tpmo Switch , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X150 Sq. Mm , Gi Wire 4Mm/8Swg , Gi X-Arm Angle , 100 Kva Transformer , Lt Xlpe Cable 3.5X150 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X150 Sq. Mm , Gi Wire 4Mm/8Swg , Gi X-Arm Angle , Lt Xlpe Cable 3.5X150 Sq.Mm. , Erection Of Double Pole (Dp) Structure Utilizing 8.5-Meter Long Plain Cement Concrete Poles, Complete With All Necessary Structural Accessories And Conforming Strictly To Approved Respo Drawings And Norms; Work Includes Excavation, Pole Erection, Alignment, Backfilling, And Fabrication, Supply, And Fixing Of M.S. Top And Dropper Channels, M.S. Tif Angles, And E-Brackets; Installation Of 11 Kv Pin Insulators With Pins And Disc Insulators With Appropriate Hardware/Disc Fittings; Providing And Fixing Structural Stays, Bracings, And Assemblies Fabricated From M.S. Flat Of Size 50 Mm X 6 Mm, Secured Tightly With Proper Size Nuts, Bolts, And Washers; Execution Of Complete Standard Jumpering, Binding, And Pg Clamping Work Using Appropriate Conductors/Accessories To Ensure Electrical Continuity; Rate Shall Be Fully Inclusive Of All Structural Steel, Hardware, Insulation Materials, Machinery, Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects As Per Standard Engineering Practices Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Erection Of Double Pole (Dp) Structure Utilizing 11-Meter Long Plain Cement Concrete Poles, Complete With All Structural Accessories And Conforming Strictly To Approved Respo Drawings And Norms; Work Includes Excavation, Pole Erection, Leveling, Alignment, And Backfilling; Fabrication, Supply, And Fixing Of M.S. Top And Dropper Channels, M.S. Tf Angles, And E-Brackets; Installation Of 11 Kv Pin Insulators With Pins And Disc Insulators With Appropriate Hardware/Disc Fittings; Providing And Fixing Structural Bracings, Ties, And Support Assemblies Fabricated From M.S. Flat Of Size 50 Mm X 6 Mm, Secured Tightly With Proper Size Nuts, Bolts, And Washers; Execution Of Complete Standard Jumpering, Binding, And Pg Clamping Work Using Appropriate Conductors To Ensure Reliable Electrical Continuity; Rate Shall Be Fully Inclusive Of All Structural Steel Fabrication, Hardware, Insulation Components, Handling Machinery, Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects As Per Standard Electrical Engineering Practices Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Laying Stone Pad Base Blocks Of Size 300 Mm X 300 Mm X 75 Mm Of Approved Quality And Strength, Conforming Strictly To Respo Drawings And Norms; Work Includes Supply, Transportation, Storage, Necessary Excavation Or Surface Preparation, Leveling, And Dressing Of Soil, Proper Positioning, Rammed Leveling, And Alignment Of The Stone Pads Beneath Poles, Structures, Or Stays To Act As A Solid Bearing Foundation, Including The Cost Of All Materials, Machinery, Tools, Tackles, Handling Labor, Leads, And Lifts At Any Location, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing Heavy-Duty M.S. Holding Clamps Fabricated To Required Profiles And Dimensions, Complete With Matching Nut, Bolt, And Washer Assemblies Of Approved Make And Size, Conforming Strictly To Respo Drawings And Norms; Work Includes Material Supply, Transport, Proper Positioning Around Poles, Structures, Or Machinery, Alignment, And Rigid Fastening/Tightening To Specified Torque, Inclusive Of All Anti-Corrosive Primer/Paint Coatings, Necessary Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing Heavy-Duty M.S. Clamps Fabricated To Required Design, Shape, And Dimensions, Complete With Appropriate Size Nut, Bolt, And Washer Assemblies Of Approved Make, Conforming Strictly To Respo Drawings And Norms; Work Includes Material Supply, Transportation, Precise Positioning, Alignment, And Rigid Tightening Around Poles, Structural Members, Or Equipment, Inclusive Of Rust-Preventive Primer And Paint Coatings, All Necessary Tools, Tackles, Scaffolding, Staging, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Safe Handling, Lifting, Positioning, And Installation Of A 100 Kva Distribution Transformer Onto An Existing Lt Sub-Station Double Pole Structure Or Concrete Plinth, Utilizing An Appropriate Capacity Crane, Mechanical Hoists, Or Manual Labor With All Safety Equipment; Work Includes Proper Alignment, Leveling, Structural Securing, And Providing And Crimping Appropriate Sizes Of Heavy-Duty Aluminium Long Barrel Lugs For All Ht (High Tension) And Lt (Low Tension) Terminal Connections To Ensure Low-Resistance Termination, Inclusive Of All Handling Machinery, Rigging Tools, Safety Tackles, Scaffolding, Specialized Labor, Leads, And Lifts At Any Height, Executed Complete In All Respects As Per Standard Electrical Engineering Practices And Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Stringing, Testing, And Commissioning Of Xlpe Insulated Lt Aerial Bunched Cable (Abc) Of Size 3X120 + 1X95 + 1X16 Sq.Mm. (Comprising Three Phase Conductors, One Insulated Messenger Wire, And One Street Light Conductor) Of Approved Make, Conforming Strictly To Respo Norms And Relevant Standard Specifications; Work Includes Unrolling, Straightening, Hoisting, And Tensioning Of The Cable Along Poles/Structures Using Appropriate Sagging Equipment, Providing And Fixing Necessary Hardware Including Suspension Clamps, Dead-End/Anchoring Clamps, I-Hooks, Pole Brackets, Stainless Steel Strapping With Buckles, And Insulation Piercing Connectors (Ipcs) For Jointing Or Tapping; Scope Covers Proper Dressing, Securing, And Mid-Span Clamping To Maintain Standard Clearances, Inclusive Of All Machinery, Winches, Pulling Tackles, Scaffolding, Safety Gear, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Grouting & Fixing Of Stay Rods (20X1800)Mm Including All Work O Excavation, Cement Concrete In Size (0.60X0.60Xo.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, As Per Direction Of Site Incharge. , Earthing Of Supports With Ms Earth Rod Of (20X2500) Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms By Providing Proper Size Nuts & Bolts, As Per Direction Of Site Incharge. , Grouting Of St/Pcc Supports In cement concrete 1:4:8 (Cement, Sand & 40Mm Brick Ballst) Grouting Will Be Done In The Block Of Size (450X450)Mm Xl/6Th O Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge , Wrapping Of Barbed Wire On 11Kv St/Pcc Poles As Anti-Climbing Device For A Length Of 0.9Mtrs. Wire Pitch/Gap 13Mm And Fixing Upper And Lower End Keeping Lower End At A Height Of 2.75 Mtr From The Ground Complete, Including Providing & Fixing Of Lower End & Upper End Clamps Made Of M.S. Flat 40X5mm Complete With Nuts & Bolts And All Other Required Material And T&P., As Per Direction Of Site Inchargc. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo[Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Fuse/Do Fuse Set Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Danger Board, Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Tf With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Tpmo Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Ms Angle & Ms Channel All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Ms Channel , Ms Angle , Jumpering And Line Energisation Work Properly As Per Respo Norms And As Per Direction Of Site Incharge. , Installation Of 250 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-Garh, Under Edc Hapur 117, 118, 119,120, 125, 126, 127 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Earth Rod , A.B Cable L.T (3X120+1X95+1X16) Sq Mm , D.O Fuse Set , 11 Kv Tpmo Switch , 250 Kva 11/0.4 Kv Transformer New , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X400 Sq. Mm , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , 11 Kv completion Poly. Disc Insulator 45 Kn , Erection Of Double Pole Structure With All Accessories On Plain Cement Concrete Pole 8.5 Mtr. Long, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. Tif Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing Norms By Providing All Made O M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts, And Jumpering Etc Work, As Per Direction Of Site Incharge. , Erection Of Double Pole Structure With All Accessories On Plain Cement Concrete Pole 11 Mtr. Long, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. Tif Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing Norms By Providing All Made O M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts, And Jumpering Etc Work, As Per Direction Of Site Incharge. , Safely Installation Of 250 Kva Transformer With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole/Plinth, As Per Direction Of Site Incharge. , Laying Of Lt Alu. Xlpe Cable Al. 3.5X400 Sqmm By Porviding Al Lug And Panching With Cremping Tool Complection Work Properly, As Per Respo/Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo[Drawing Norms And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm By Providing Suspension Clamp Dead End Clamp, I-Hook Etc And Completion Work Properly, As Per Respo Norms, And As Per Direction Of Site Incharge. , Grouting & Fixing Of Stay Rods (20X1800)Mm Including All Work O Excavation, Cement Concrete In Size (0.60X0.60Xo.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, As Per Direction Of Site Incharge. , Earthing Of Supports With Ms Earth Rod Of (20X2500) Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms By Providing Proper Size Nuts & Bolts, As Per Direction Of Site Incharge. , Grouting Of St/Pcc Supports In cement concrete 1:4:8 (Cement, Sand & 40Mm Brick Ballst) Grouting Will Be Done In The Block Of Size (450X450)Mm Xl/6Th O Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge , Construction Of Tf Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mt.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Construction Of Safety Fencing (Ms) For Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Anglen-Iron To Be Fitted On Vertical Posts. Pickets (I Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 75X75x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. , Providing & Fixing Of Danger Board, Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Fuse/Do Fuse Set Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Tpmo Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Stone Pad 300X300x75 Mm As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Holding Clamp With Nut & Bolt As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Alu. Lug 240 Sq.Mm.(Ls) Off Size As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Heavy-Duty Tail-Less Fuse Units (Lt Distribution/Bushing Bars) Of Approved Make, Rating, And Specifications Conforming Strictly To Respo Norms And Standard Electrical Designs; Work Includes Material Supply, Hoisting, Proper Alignment, Mounting Onto The Distribution Transformer Lt Bushings Or Dp Structure Steelwork, Making Solid, Low-Resistance Direct Connections, And Providing All Necessary Copper/Aluminium Links, Hardware, Nuts, Bolts, And Washers, Inclusive Of All Safety Gear, Specialized Labor, Tools, Tackles, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing & Fixing Of Ms Angle & Ms Channel All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Maintenance-Free Chemical Earthing System Of Approved Make And Design, Conforming Strictly To Respo Norms, Is 3043, And Ieee 80 Standards; Work Includes Augering/Boring An Earth Pit Of Required Diameter And Depth, Supplying And Lowering A High-Conductivity Copper-Bonded Steel / G.I. Earth Electrode Of Specified Length And Diameter, Completely Backfilling The Surrounding Void With Moisture-Retaining, Non-Corrosive Earth Enhancement Chemical Compound (Bentonite/Carbon Based) Mixed With Water As Per Manufacturer Guidelines, Constructing A Brick Masonry / Pre-Cast Concrete Inspection Chamber With A Heavy-Duty Ci/Concrete Cover Plate On Top, Providing An Integrated Copper/G.I. Terminal Busbar With Required Hardware For Down-Conductor Connectivity, And Conducting Final Earth Resistance Testing To Ensure Values Remain Well Within Permissible Electrical Limits, Inclusive Of All Excavation, Materials, Labor, Tools, And Tackles, Complete Under The Direction And Entire Satisfaction Of The Site In-Charge. , Propviding And Intallation All Requrment For Earthing Of Neutral By Boring And Lowering Of G.I. Pipe Size 32 Mm Dia... Into The Ground Up To Water Level 80 Fit. With The Lower End Of Solid Copper Cone Approx. 225Mm Long And 750 Gm. In Weight Shall Be Provided And In Pipe As Well As Bringing Out A Continuous Copper Wire 6 Swg From The Cone Up To The Ground Surface Where It Will Bc Bolted To The Nf.S. Earth Strip For Tif Neutral Connection, The Earth Strip *Vill Be Welded To The G.L. Pipe And Neutral Earthing Support, As Per Direction Of Site Incharge. , Jumpering And Line Energisation Work Properly As Per Respo Norms And As Per Direction Of Site Incharge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Tender For Supply Of Library Books , Library Books (Refer Nit) , Industrial Safety And Human Behaviour Kaila 9788174734532 , Engineering Mechanics Vela Murali Bks456005 , Earthquake Resist Design Structural Shashikant Dugg Bks643652 , Surveying And Levelling Subramanian 9780198085423 , Practical Railway Engineering, 2Nd Ed Clifford Bonnett 9780000990136 , Geographic Information Systems Gis For Disaster Management 2Ed Brain 9781032552460 , Design Of Structural Elements Chanakya 9781138046436 , Wind Loading Of Structures 3Rd Edition John D. Holmes 9780367241803 , Structural Analysis 3/Ed Menon 9788184877342 , Concrete Pipes And Pipelines Joshi Bks426990 , Strength Of Materials Basavarajaiah 9788173714580 , Geotechnical Engineering Debashis Moitra 9788173719905 , Textbook Of Environmental Studies For Undergraduate Courses 3 Ed Bharucha 9789389211788 , Intelligent Transportation Systems Srinivasa Kumar 9788195400928 , Transportation Engineering Srinivasa Kumar 9789389211160 , Structural Analysis With Finite Elements Hartmann 9788132208945 , Strength Of Materials Vol 1 Binu Sukumar 9789388005029 , Geospatial Technology Dwivedi 9789380381480 , Heavy Metal And Metalloid Contamination Of Surface And Underground Water Gupta A. 9781032728582 , Fundamentals Of Environmental Engineering Danny D Reible 9781566700474 , Computer-Aided Highway Engineering S Goswami 9781032728483 , Fundamentals Of Hydrology Davie 9781032251936 , Highwall Mining : Applicability, Design & Safety Porathur J. L. 9781032728919 , Environmemtal Pollution Control Engineering 4Ed Rao 9788122472288 , Plane Surveying 3Ed Chandra 9788122438802 , Design Of Reinforced Cement Concrete Vol 1 Structural Elements Bhavikatti 9788122440515 , Strength Of Materials, 2/Ed Jindal 9789352861521 , Fundamentals Of Hydraulic Engineering Sy Houghtalen 9789332507593 , Geotechnical Engineering Coduto,Yeung 9789332587427 , Strenth Of Materials Jindal 9788131759097 , Dynamics Of Structures 2Nd Ed Jain 9789357059350 , Finite Element Method With Cd Eldho Desai Shah 9788131724644 , Soil Mechanics And Foundation Engineering Purushotama Rai 9788131790816 , Engineering Mechanics - Statics & Dynamics Shames Rao 9788177581232 , Dynamics Of Structures In Si Unites 5Ed Chopra 9789353945251 , Elementary Engineering Hydrology Deodhar 9788131708057 , Environmental Studies Basak 9788131721186 , Introduction To Finite Elements In Engineering 5/E Tirupathi 9781009461818 , Strength Of Materials Rao 9781108454285 , Plumbing Engineering Nikhil Anthony 9788119365128 , Fundamental Of Ground Improvement Engi Prof.Dr.R.K. Khit 9788195916948 , Surveying And Levelling : Part - 1 Kanetkar Kulkarni Bks644037 , Surveying And Levelling : Part - 2 Kanetkar Bks644038 , A Textbook Of Strength Of Materials Rajput 9789355010704 , Building Construction Bhavikatti 9789325960794 , Fundamental Of Reinforced Concrete Chandra Bks498526 , Irrigation Engineering And Hydraulic Structures Sharma Bks535826 , Surveying I Anne Mary 9788183717304 , Highway Engineering Subramanian 9788183716888 , Strength Of Materials Bansal Bks534222 , Reinforced Cement Concrete Design (Reinforeced Concrete Structures) Punima 9788131809426 , Building Construction Rangwala Bks502124 , Civil Engineering Drawing Rangwala Bks440591 , Soil Mechanics & Foundation Engineering Modi 9788189401306 , Engineering Materials Rangwala Bks385325 , Bridge Engineering Rangwala Bks554100 , Harbour Dock And Tunnel Engineering Srinivasan Bks502125 , Solid Hazardous Watse Management 2Ed Rao 9789389354621 , Textbook Of Remote Sensing And G.I.S 4Ed Reddy 9789381075975 , Reinforced Concrete Design P.B Sharma 9789391910419 , Energy Environment Ecology And Society Anil Kumar 9788178002576 , Solved Problems In Geotecnical Engineering Sharma 9789395038478 , Highway Engineering Suganthi Bks411034 , Highway And Railway Engineering Santhanam Bks638485 , Construction Materials & Tech Mathankumar Bks638450 , Prefabricated Structures Soundrarajan Bks638488 , Structural Analysis-I Santhanam Bks479564 , Green Building Design Molykutty Bks503088 , Irrigation Engineering Basak 9780074635384 , Estimating Construction Costs Peurifoy 9780071239455 , Design Of Steel Structure Duggal 9780070260689 , Concrete Technology Gambhir 9781259062551 , Engineering Mechanics Timoshenko 9781259062667 , Flow In Open Channels Subramanya 9789353166298 , Reinforced Concrete Design 4Ed Pillai 9789354601026 , Surveying Vol - Ii 5Th Edn Duggal 9789353167523 , Surveying And Levelling Basak 9789332901537 , Prestressed Concrete 6Ed Krishna Raju 9789387886209 , Fluid Mechanics White 9789355322043 , Strength Of Materials Rattan 9789385965517 , Surveying Vol - 1 Duggal 9789353167509 , Environmental Studies-3Ed Joseph 9789352605170 , Construction Planning, Equipment Peurifoy 9780070706996 , Fluid Mechanics Fundamentals And Applic Cengel 9789353166212 , Schaums Outline Of Finite Element Analysis Buchanan 9789389691375 , Wind Energy Theory And Practice 3Ed Ahmed Bks662294 , Bituminous Road Construction In India Kandhal 9789391818821 , Mechanics Of Composite Structures Vasiliev 9781138582101 , Satellite Towns In Neometropolitan Development In India Amit Chatterjee 9789811932052 , Sustainable By Design Walker 9781032973685 , Management Of Quality In Construction Ashford 9781138607163 , Disaster Managament 2/Ed Pandey 9789357461610 , Remote Sensing And Image Interpretation Thomas Lillesand 9789354642104 , Composite Structures Of Steel And Concrete 3Ed Johnson 9788126539819 , Strength Of Materials 2Nd/Ed Debabrata Nag 9788126534876 , Reasoning Ability And Quantitative Aptitude Tcy Online 9788126559008 , Green It Strategies And Applications Using Envir Intell Bhuvan Unhelkar 9781032054025 , Bioenergy For Sustainability And Security Behera 9789381891438 , Textbook Of Engineering Geology Annadurai 9789385259937 , Structural Dynamics Mukhopadhyay 9788180520907 , Matrix And Finite Element Analysis Mukhopadhyay 9788180520754 , Irrigation Engineering & Hydraulic Structures Suresh 9789383656899 , Strength Of Materials 2Ed Vendateshan 9789383656646 , Concrete Technology Job Thomas 9788131526682 , Steel Design Segui 9788131526651 , A First Course In The Finite Element Methods Logan 9789353507855 , Civil Engineering Materials Sivakugan Tuladhar 9789386650382 , Soil And Water Conservation Engineer Fangmeier 9788131524985 , Principles Of Foundation Engineering 9Th Ed Das 9789355738110 , Elements Of Civil Engineering Balasubramanya 9789387511576 , Soil Mechanics & Foundation Engineering Huat Prasad 9788131529591 , Principles Of Foundation Engineering Das 9789386650955 , Analysis Of Structures On Elastic Tsudik 9788131518953 , Strength Of Materials : Mechanics Gupta 9789355737717 , Steel Design With Mt Segui 9789386650887 , Prestressed Concrete Structures, 6Ed Dayaratnam 9788120417915 , Fundamentals Of Reinforced Cement Concrete Designs Gahlot 9789385915611 , Instrumental Methods Of Analysis Willard 9788123909431 , Tb Of Soil Mechanics And Foundation Engineering:Geo Technical Engg Murthy 9788123913629 , Civil Engineering Through Objective Type Questions 3Ed Gupta 9788123907970 , Advanced Reinforced Concrete Design 3Ed Raju 9788123929606 , Design Of Reinforced Concrete Structures 4Ed Dayaratnam 9788120414198 , Structural Dynamics Paz 9788123909783 , Modern Prestressed Concrete Libby Bks465269 , Textbok Of Solid Wastes Managemnt Khan 9788123909448 , Analysis & Design Of Substructures, 2Ed Swami Saran 9788120417007 , Building Repair And Maintance Management Gahlot 9788123912431 , Advanced Foundation Engineering Murthy 9788123915067 , Modern Construction Management 7Ed Harris 9788126572298 , Groundwater Hydrology Rushton 9788126539772 , Textbook Of Highway And Traffic Engineering Saxena 9788123924175 , Airport Engineering Saxena 9788123915500 , Construction Dewatering And Groundwater Control 3Ed Powers 9788126541669 , Quality Management Of Cement Concrete Construction (Pb) Gahlot 9788123916989 , Tb Of Water Supply And Sanitary Engineering Husain 9788120416833 , Design Of Bridges 5Ed Raju 9788120417984 , Essentials Of Bridge Engineering 6Ed Victor 9788120417175 , Building Construction Handbook Chudley 9789381269169 , Design And Construction Of Concrete Shell Roofs Ramasamy 9788123909905 , Strength Of Materials, Vol-Ii:Advanced Theory And Problems Timoshenko 9788123910772 , Construction And Project Managment 2Ed (Pb 2018) Krishnamurthy 9789386217790 , Water And Wastewater Calculations Manual 2Ed Lin 9789353162863 , Design Of Stell Structures Abu-Saba 9788123905389 , Prestressed Concrete Problems And Solutions Raju 9788123925424 , Water Resources And Irrigation Engineering Ganesaguru Bks588955 , Dam Engineering Asthana 9789381891469 , Sedimentary Rocks In The Field A Colour Guide Stow 9781874545699 , Soil Mechanics Basic Concepts & Engineering Aysen 9780415383936 , A Tb Of Fluid Mechanics And Hydraulic Machines Bansal Bks493063 , Intelligent And Sustainable Cement Production Chatterjee A.K. 9781032728445 , Total Quality Management 5Ed Besterfield 9789353066314 , Matrix Methods Of Structural Analysis Kothandaraman 9789357059190 , Hydraulics And Fluid Mechanics Hydraulic Machine Modi , Seth Bks291963 , Limit State Design Of Steel Structures Duggal 9789353164874 , Schaums Outline Of Reinforced Concrete Everard 9789389538656 , Earthquake Resistant Design Of Structures Agarwal Bks344533 , Building Materials Varghese 9788120350915 , Total Quality Management 2Ed Mukerjee 9788119364299 , Principles Of Geotechnical Engineering 10 Th Ed Das 9789355738103 , Building Materials Products Properties And Systems Gambhir 9780071077606 , Gate 2025 Civil Engineering - Guide By Gkp C L Educate 9789356817593 , Gate 2025 Mechanical Engineering Guide Gkp 9789356817746 , Engineering Design Dieter 9789355322258 , Economics And Principles Of Management Vinoth Kumar 9788194244646 , Vector Mechanics For Engineers Dynamics Beer 9789353166656 , Aviation Maintenance Management Kinnison 9780071076838 , Theory Of Machines S S Rattan 9789353166281 , Turbomachinery Dubey 9789353161156 , Engineering Mechanics 4/E Kumar 9780070681811 , Modern Compressible Flow: With Historica Anderson 9789355320070 , Programming In Matlab Patel Mittal 9789332524811 , Finite Element Analysis Moaveni 9788131760642 , Non Conventional Energy Resources Sobh Nath Singh 9789332543577 , Additive Manufacturing And 3D Printing Technology Awari Thorat 9781041049562 , Practical Guide To Vehicle Refinishin Woodstock 9781032963570 , The Internet Of Mechanical Things The Iot Framework Sami Salama Hussen 9781041038573 , Energy Storage Systems And Components Alfred Rufer 9781041049470 , Metal Cutting Theory & Practice Stephenson 9780824758882 , Classical Mechanics Problems And Solutions Carolina C Llie 9781032983608 , Product Design Baxter 9781032967882 , Thermal Measurements & Inverse Tech Orlande 9781439845554 , The Induction Machines Design Handbook Boldea Bks331229 , Modeling And Control Of Engineering Systems Clarence W. 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Khitoliya 9789394917040 , Workshop Theory And Practice Delilah Sam 9788119365098 , New Persp. 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9789380381671 , Mechanics Of Solids Christian Johnson 9789385983085 , Jet Engines Jaganathan 9789380381497 , Essentials Of Management, 11Ed Koontz 9789353168148 , Disaster Management Subramanian Bks481407 , Engineering Fluid Mechanics Kumar Bks613447 , A Textbook Of Fluid Mechanics Rajput Bks648302 , A Textbook Of Thermal Engineering ( Lpspe ) Khurmi Bks613483 , Materials Science And Engineering Raghavan 9788120350922 , Engineering Economics 2Nd Ed Panneerselvam Bks661039 , A Tb Of Theory Of Machine Gupta R Khurmi Bks408347 , Energy Security And Sustainability Shukla A. 9781032728926 , Mechanical Engineering Jain Bks554131 , Engineering Materials And Metallurgy Annamalai 9789386235046 , Kinematics Of Machinery Baskar Bks462932 , Thermal Engineering Swaminathan Bks638475 , Engineering Materials And Metallurgy Baskar Bks638439 , Lean Manufacuring Kalyana Chakravarthy Bks638464 , Elements Of Mechanical Engineering Singh Bks448529 , Fundamentals Of Manifacturing Engineering Singh 9789380156002 , Strength Of Machine Elements Ghorpade 9789384726003 , Observability Engineering Achieving Production Excellence Majors 9789355422996 , Research Methodology 5Ed Kothari 9789389802559 , The Automotive Body Vol 2 Morello 9788132208884 , Kinematics Of Machines Kumar 9789388005425 , Essentials Of Heat And Fluid Flow In Porous Media Narasimhan 9789382127215 , Analysis Of Composite Structures Decolon 9789380931463 , Theory Of Elasticity Chandramouli 9789380381633 , Principles Of Composite Material Mechanics 3Ed Gibson Bks380369 , Introduction To Combustion Engineering Basic And Applied Amitava Sarkar 9789357053129 , Textbook Of Finite Element Analysis Seshu Bks414440 , Engineering Thermodynamics Savithiri Bks442773 , Automobile Engineering Vol-Ii Kirpal Singh 9788180142512 , An Introduction To Mechanical Engine 4Ed Wickert Lewis 9789353507473 , Welding Engineering & Technology Parmar Bks53191 , Manufacturing Technology Vol 1-Foundry Forming Rao 9789353160500 , Manufacturing Technology Singh 9789381162385 , Dynamics Of Machines Balaguru 9789386668608 , Unconventional Machining Vivekanandhan Bks613041 , Basic Civil And Mechanical Engineering Shanmugam 9789355329547 , Engineerin Drawing 2Ed Shah / Rana 9788131710562 , Materials For Engineers And Technicians 7Ed Bolton 9781032973722 , Fuel Cell Technology Handbook Hoogers Bks333321 , Robots And Robotics Miller 9789387572966 , Non Destructive Testing And Materials Vivekanandhan Bks476859 , Engineering Mechanics Nelson 9780070146143 , Engineering Tribology 4Ed Stachowiak 9789351071679 , Materials Selection In Mechanical Design 5Ed Ashby 9789351073864 , Automobile Engineering Ayyappan Karthikeyan Bks464418 , Thermal Engineering Swaminathan Bks638475 , Automobile Engineering Babu Singh Bks587323 , A Textbook Of Production Technology Sharma Bks479783 , A Textbook Of Mechatronics Rajput Bks554009 , Automobile Engineering Jain 9780070445291 , Engineering Mechanics Statics & Dynamics Khanchani 9788180521089 , Basic Mechanical Engineering Prabhu 9788183715737 , Powder Metallurgy Ramakrisnan 9789381714485 , Additive Manufacturing Technology Hari Prasad 9789353500481 , Switching And Finite Automata Theory Jha 9780521176804 , Introduction To Mechanics 2Nd Ed Mahendra K Verma 9788173719813 , Basic And Applied Thermodynamics - A Ready Recknor Bhat 9789388005074 , Basic Refrigeration And Airconditioning 4Ed Ananthanarayanan 9781259062704 , Engineering Mechanics Applied Mecha Gupta 9789353505240 , Mechatronics Sathish Kumar Bks476759 , Automobile Engineereing Vol I Singh Bks247106 , Process Planning And Cost Estimating Selvakumar Bks480422 , Non Conventional Energy Resources Sawhney 9788120346093 , Non Conventional Energy Resources Sobh Nath Singh 9789332543577 , Introduction To Micromachining 2Ed Jain 9788184873610 , Vector Mechanics For Engineers Statics/Dynamics (Sie) Beer 9789353166625 , Fluid Mechanics &Hydraulics Rev &Updated Edn Ukarande 9789381162538 , Mechanical Measurements - Revision 6Ed Beckwith 9789353945633 , Vibration Monitoring Testing And Instrumentation C W.De Silva 9781032292137 , A Treatise On Turbomachines Gopalakrishnan Bks321517 , Construction Materials Vs Karthikeyan Bks476834 , Design Of Machine Elements Bhandari 9789390177479 , Mechanical Vibrations Bhava 9788131732489 , Design Of Transmission Systems Baskar Bks476758 , Engineering Materials And Metallurgy Baskar Bks638439 , Manufacturing Technology Vivekanandhan Bks638476 , Design Of Machine Elements Arunraja Bks638441 , Mechanical Vibrations Nag 9788126530908 , Power Plant Engineering Dhanasekar Bks505300 , Statistical Quality Control A Modern Introduction 6Ed Montgomery 9788126525065 , Additive Manufacturing Technologies Shiva Ahuj Shukla 9789357462419 , Hydraulics And Pneumatics Dixon Bks638479 , Engineering Principles Of Ground Modification Hausman 9789351341871 , Engineering Thermodynamics 6Ed Nag 9789352606429 , Refrigeration And Air Conditioning Arora 9789390385843 , Enterprise Resource Planning 4Th Edn Leon 9789353167820 , Foundations Of Material Science And Engg 6Th Edn Smith 9789355322173 , Shigleys Mechanical Engineering Design Budynas 9789390219636 , General Studies Paper - I ( 2025 ) Mhe 9789355327796 , Erp Demystified 3/Ed Leon 9789383286676 , Heat And Mass Transfer 6Ed Cengel 9789390185283 , Engineering Noise Control: Theory And Practices 4Ed Bies 9780415487078 , Rapid Prototyping And Engineering Applications Frank W.Liou 9781138569577 , Strength Of Materials Vol Ii Binu Sukumar 9789388005418 , Mechatronics A Foundation Course Clarence W.De Silva 9781138569553 , Design And Analysis Of Randomized Algorithms Hromkovic 9788132231592 , Metrology And Measurements Annamalai 9789388005463 , Fluid Mechanics And Machinery Molykutty 9789391549725 , Micro Electro Mechanical System Design Allen 9780824758240 , Micromachining Of Engineering Materials J Mcgeough 9781032419794 , Gas Turbine Combustion-3 Rd Ed Lefebvre 9781138569584 , Ergonomics Laboratory Exercises Joseph Gallwey 9781032973005 , Introduction To Biofuels Mousdale 9781439812075 , Environmental Engineering Charles Monteiro 9788119205509 , Power Plant Engineering Lijo Thomas 9788119365036 , Industrial Engineering Richard Carvalho 9788119205523 , Design & Operation Of Heat Exchanger Gerhard Rott 9788119365425 , Hydro Power Gerhard Rott 9788119205912 , Air Conditioning And Ventilation Systems Lijo Thomas 9788119365401 , Materials Science And Engineering Raghavan 9788120350922 , Automation And Collaborative Robotics (Dp) Mathews 9781484277102 , Design Management : Create, Develop And Lead Effective Design Teams Picchi 9781484283615 , Heat And Mass Transfer 2Ed Karwa 9789811926099 , Testing Of Metallic Materials 2Ed Suryanarayana 9788178001340 , Introduction To Engineering Materials 2/Ed Murray George 9781032530772 , Mechanics Of Composite Materials 2/Ed Jones R.M 9781138571075 , Reliability Evaluation Of Enginnering Systems 2Ed Billinton 9788181285522 , Workshop Practice Manual 6/Ed Reddy 9788178003078 , Finite Element Analysis 2D Lakshmi Narasai 9789389354225 , Engineering Mechanics Pb Lakshmi 9789390211609 , Engineering Mechanics 2Ed Harbola 9788131518298 , Environmental Science And Engineering Rajesh Gopinath 9789387511569 , Materials Science And Engineering Periodical Renewal Gilmore 9788131520451 , Environmental Science With Mt 16 Th Ed Miller 9789355738899 , Fluid Mechanics Munson Huebsch 9788126553433 , Engineering Mechanics: Dynamics, Si Version Meriam Bolton 9788126565375 , Engineering Mechanics Statics And Dynamcs James Meriam Kraige 9789354248566 , Engineering Fluid Mechanics Elger 9788126564491 , Engineering Mechanics Applied Mecha Gupta 9789353505240 , Machine Design Data Book Ramana 9789387593879 , Heat Transfer Alan 9789332575066 , Theory Of Machines 3Ed Bevan 9788131729656 , Introduction To Enviromental Engineering And Science Masters 9789332549760 , Heat And Mass Transfer Mayilsamy 9788131733837 , Engineering Thermodynamics 4Ed Rogers 9788131702062 , Operations Research :An Introduction-10Th Ed Hamdy Taha 9789352865277 , Engineering Mechanics - Statics & Dynamics Shames Rao 9788177581232 , Automation, Production Systems, And Computer - Integrated Manufacturing 5Th Ed Groover 9789361592959 , Introduction To Materials Science For Engineers 9E/D Shackelford 9789357059978 , Fundamentals Of Engineering Drawing Luzadder 9789332549982 , Engineering Materials Properties And Selection 9Ed Budinski Naraimhulu 9789332574045 , Thermodynamics Rajadurai Bks471287 , Environmental Science And Engineering Kaushik 9788122436471 , Engineering Optimization 4Ed Rao 9789395161800 , Cad/Cam/Cim 5Ed Radhakrishnan 9789395161855 , Finite Element Analysis With Ansys Workbench Tickoo 9789355513007 , Industrial Waste Management Mathankumar Bks480053 , Metrology And Measurements Vivekanandan Bks638442 , Finite Elements Analysis Baskar Bks534307 , Environmental And Agriculture Kavitha Bks638465 , Energy Materials Bandarenka A.S 9781032530789 , Digital Twin Ranjan Ganguli 9781032934198 , Industry 5.0 The Future Of The Industrial Economy Uthayan 9781032600130 , Quantum Computation Helmut Bez 9781032983738 , Wind Electrical Systems Bhadra, 9780195670936 , Metal Fatigue In Engineering Stephens 9788126539215 , Introduction To Industrial Internet Of Things And Industry 40 Sudip Misra 9781032146751 , Sustainable Manufacturing For Industry 4.0 Jayakrishna K. 9781032728728 , Reverse Supply Chains: Issues And Analysis Gupta S.M. 9781032729039 , Industry 5.0 The Future Of The Industrial Economy Uthayan 9781032600130 , Gas Turbine Heat Transfer Cooling Je-Chin Han, Sandip Dutta 9781439855683 , First Course In Aerial Robots And Drones (A) Bestaoui Sebbane 9781032963518 , Handbook Of Induction Heating Rudnev 9780824708481 , Fracture Mechanics (Forth Ed) T.L Anderson 9781032292120 , Fire Safety Engg Design Of Structures, 2Ed Purkiss 9788131220085 , Future Energy Improved Sustainable And Clean Opitons Letcjer 9788131220849 , Introduction To Finite Elements In Engineering 5/E Tirupathi 9781009461818 , Fundamentals Of Gas Dynamics Babu 9781910390009 , Fundamentals Of Propulsion Babu 9788180522529 , Engineering Metrology 3Rd Ed Narayana Bks396066 , Engineering Mechanics Kumaravelan Bks315205 , General Aptitude For Competitive Examinations Pattanaik Bks670722 , Dictionary Of Heat Power Engineering Ramalingam 9789386923035 , Environmental Pollution Principles Narayana Bks353570 , Production Processes Luqman 9788123918983 , Tractors And Their Power Units, Hb Lijiedahal 9788123905013 , Metal Cutting Principles Shaw 9788123901367 , Sheet Metal Press Tools Design And Making A Practical Approach Luqman 9788123925134 , Solid State Physics Wahab 9788184877786 , Practical Non - Destructive Testing, 3Ed Baldev Raj 9788173197970 , Mechanics Of Machines, 3Ed Ramamurti 9788173198922 , Handbook On Quality And Productivity Improvement Of Concrete Nayak 9788184876390 , Environmental Studies 4Ed Rajagopalan 9789354978944 , Finite Element Methods Dhanraj 9780198073901 , Fluid Dynamics Raisinghania Bks320511 , Entrepreneurship 11/Ed Hisrich 9789390113309 , Thermodynamics 9Th Ed Cengel 9789353165741 , Cad / Cam : Computer - Aided Design & Manufacturing Groover 9788177584165 , Engineering Vibration, 4/E Inman 9789332518483 , Thermodynamics 9Th Ed Cengel 9789353165741 , Schaums Outline Of Mechanical Vibration Graham Kelly 9789389538861 , Enterprise Resource Planning Singla 9789360531485 , Machine Drawing 51Ed Bhatt 9789385039560 , Heat Treatment : Principles And Techniques 3Ed Rajan 9788119364077 , Total Quality Management 2Ed Mukerjee 9788119364299 , Heat Treatment : Principles And Techniques 3Ed Rajan 9788119364077 , Operations Research Panneerselvam 9789354437892 , Design Thinking Teun Den Dekker 9781032786018 , Aeroplane Ramalingam 9788193103159 , Faqs In Control Systems Engineering Pattanaik 9789394639003 , Mass Transfer - Theory & Practice Begum/Anantharaman 9788120341692 , Total Quality Management 5Ed Besterfield 9789353066314 , Production &Operations Management 3Ed Panneerselvam Bks477079 , Manufacturing Technology Vol 2-Metal Cutting Rao 9789353160524 , Engineering Drawing Agrawal 9789353167448 , Cad / Cam : Computer - Aided Design & Manufacturing Groover 9788177584165 , Engineering Mechanics : Statics & Dynamics Kottiswaran Bks307984 , Power Plant Engineering Hegde 9789332534100 , Hydraulics And Fluid Mechanics Hydraulic Machine Modi , Seth Bks291963 , Fundamentals Of Heat And Mass Transer Kothandaraman Bks481435 , Alternative Fuels For Ic Engines Krishnasamy 9789364441995 , Mechatronics Electronic Control Systems In Mechanical And Electrical Eng Bolton 9789357052849 , Manufacturing Technology Vol 2-Metal Cutting Rao 9789353160524 , Fundamentals Of Heat And Mass Transer Kothandaraman Bks481435 , Mechatronics Electronic Control Systems In Mechanical And Electrical Eng Bolton 9789357052849 , Production &Operations Management 3Ed Panneerselvam Bks477079 , Engineering Drawing Agrawal 9789353167448 , Mass Transfer - Theory & Practice Begum/Anantharaman 9788120341692 , Industrial Robotics Control Frigeni 9781484294154 , Gate 2025 Production And Industrial Eng Gkp 9789356818170 , Engineering Vibration, 4/E Inman 9789332518483 , Fundamentals Of Engg Heat And Mass Transfer-5Ed Sachdeva 9789386070968 , Internet Of Nanothings And Wireless Body Area Networks Fadi 9781032599144 , Modern Machining Processes Pandey 9789386761835 , Materials Science For Mechanical Engineering Palanisamy 9789386923059 , Materials Science For Mechanical Engineering Palanisamy 9789386923059 , Textbook Of Fluid Dynamics Chorlton 9788123908816 , Engineering Mechanics : Statics & Dynamics Kottiswaran Bks307984 , Robotics Rajmohan Bks480419 , Hmt Data Book Kothandaraman 9788812243594 , Design Data (Data Book) Psg Bks58578 , Digital Signal Processing 2Ed Paulo Diniz 9781108406703 , 8086 Microprocessor And Applications 3Ed Kani 9789354661327 , Wireless Telecommunication System & Network Mullett 9788131520123 , Operational Amplifiers & Linear Integrated Circuits Lal Kishore 9788177585667 , Mobile Computing Principles Bfar 9780521696234 , Microprocessors & Programmed Logic 2Ed Short 9788131709160 , Design With Pic Microcontroller Peatman 9788177585513 , Digital Systems Design With Access Code Nagoor Kani 9789354667688 , Introduction To Biomems Folch 9781032568225 , Introduction To Biomedical Equipment Technology 4Ed Carr 9788177588835 , Antennas & Wave Propagation Raju 9788131701843 , Raspberry Pi For Dummies Cook 9789357460422 , Digital Signal Processors : Architectures --Op Kuo 9788131717936 , Principles Of Electromagnetics, 6Ed Sadiku 9780199461851 , Advanced Digital Design With The Verilog Michael.D.Ciletti 9789332584464 , Neural Networks Kumar 9781259006166 , Embedded System 2Nd Ed Peckol 9789357463966 , Microprocessor And Peripherals Chowdhury Bks405737 , Networks & Systems Roy Choudhury 9789389802535 , Microcontroller Theory And Application With The Pic Rafiquzzaman 9788126548354 , Digital Signal Processing For Anna University Kani 9789354661006 , Digital Signal Processing 3Ed Kani 9789354661167 , Analog And Pulse Circuits Lakshmaiah D 9789389354201 , Electronic Devices And Circuits Orient 9789386235305 , Quantum Chemistry 7 Ed Levine 9789332558533 , Engineering Circuit Analysis 9/Ed Hayt 9789390185139 , Gate 2025 Electronics And Communication Eng.Guide Gkp 9789356819306 , Chip Design For Submicron Vlsi : Cmos Layout And Simulation Uyemura 9788131501955 , Microelectronics Neamen 9789354601637 , Neural Networks And Learning Machines Haykin 9789332570313 , Electronic Circuits : Fundamentals And Applications 5Ed Tooley 9781032726687 , A Course In Digital Signal Processing Pucca Bundh Porat 9788126534913 , Signals And System Apte 9781316615393 , Digital Design 6Ed Mano 9789353062019 , Principles Of Signal Processing And Liner System Lathi 9780198062288 , Fiber Optic Communications 5Ed Palais 9788131717912 , Circuits And Networks Sudhakar 9789339219604 , Introduction To Communication Systems Madhow 9781316608241 , Analog Communication Rao 9780070704800 , Arduino Based Embedded Systems Singh 9781032964058 , Next Generation Wireless Lans 2Nd Ed Perahia 9781107414617 , Arm Microprocessor System Tahir 9781138387539 , Digital Communication Mutagi Bks478677 , Advanced Microprocessors & Peripherals Bhurchandi 9781259006135 , Vlsi Design Chitra 9788183716598 , Television And Video Engineering Salai Thillai 9788183712194 , The Design Of Cmos Radio Frequency Integrated Circuits Lee 9780521613897 , Network Security : Private Communication In A Public World Charlie Kaufman 9788196874339 , Sensors And Transducers Patranabis 9788120321984 , Neuro Fuzzy And Soft Computing Jang Sun Mizutani 9789332549883 , Network Analysis Channa Venkatesh 9788131533215 , Circuits Carlson 9788131505861 , Op Amps And Linear Integrated Circuits : Concepts And Applications Fiore 9788131512340 , Mobile Computing Principles Bfar 9780521696234 , Instrumental Methods Of Analysis Willard 9788123909431 , Vlsi Circuits And Embedded Systems Hasan Babu 9781032906003 , Computer Organization And Embedded System-6 Th Ed Hamacher 9789339218317 , Network Analysis And Synthesis, 2Ed Singh 9789353166724 , Handbook Of Biomedical Instrumentations Khandpur 9789355328021 , Security And Privacy In Internet Of Things Lots Hu Fei 9781032707150 , Television & Video Engineering Veeralakshmi 9789380156699 , Power Quality Sankaran 9781138569249 , Introduction To Microcontroller Programming For Power Electronic Control Applications Rossi 9781032972183 , Communications System Laboratory Preetham Kumar 9781138603288 , Digital Signal Processing And Its Applications Senthil Kumar 9788195268726 , Multimedia Enabled Sensors In Iot Fadi 9781032599205 , Novel Wearable Antennas For Communication And Medical System Albert Sabban 9781041049579 , Internet Of Things Using Single Board Computers : Principles Of Iot And Python Programming Kanagachidam Baresan 9781484299258 , Handbook Of Optical Communication Networks Ilyas 9781498798037 , Communications System Laboratory Preetham Kumar 9781138603288 , Digital Watermarking And Steganography 2Nd Edition Shih 9781032972121 , Propagation Handbook For Wireless Communication System Design Crane 9780849308208 , The Internet Of Things In The Cloud Honbo Zhou 9781498770354 , Arduino Based Embedded Systems Singh 9781032964058 , 5G Mobile Communications Concepts And Technologies Saad Asif 9781032663159 , Electronic Devices 10Ed Robert Floyd 9789354493935 , Semiconductor Physics And Devices, 3Ed Sze 9789354243226 , Digital Fundamentals 11Ed Floyd 9789332584600 , Electronic Devices And Circuits--11 Ed Boylestad Nashelsky 9789332542600 , The 8051 Microcontrollers & Embedded Systems 2Ed Mazidi 9788131710265 , A System C Primer 2Ed Bhasker 9788178001418 , Household Electricity And Appliances P.B Bhagava 9789390211265 , Image Processing Analysis And Mach Sonka 9789386858146 , Verilog Hdl 2Ed +Cd Palnitkar 9788177589184 , Modern Semiconductor Devices For Integration Hu 9788131730249 , Analog Integrated Circuit Design Isv 2Nd Ed Chan Carusone 9788126543939 , Textbook Of Digital Electronics Vasudevan 9789381714539 , Microwave Engineering 4Ed Das 9789390113347 , Analysis Of Microcontrollers For The Students Kothari 9789381714294 , Digital Signal Processing : For C.S.I.T Palani 9789380618388 , Fundamentals Of Digital Images Processing Jain 9789332551916 , Signals And Systems Sreenivasa Reddy 9789389354041 , Satellite Communications Pratt 9789354243035 , Analog Signals And Systems Kudeki 9788131787984 , Embedded Systems Handbook 2Ed System Design And Verification Zurawski Bks331222 , Vlsi Design And Eda Tools 2Nd Ed Sarkar 9788183714976 , Vlsi Design Das 9780198094869 , 8085 Microprocessor Pramod Borole 9789382127581 , Fundamentals Of Communication Systems Proakis 9788131705735 , Short Range Wireless Communication 3Ed Bensky 9789351073994 , Introduction To Fiber Optics Ghatak Ajoy 9781316644010 , The Definitive Guide To Arm Cortex M3 And Cortex M4 Processors Yiu 9789351071754 , Rf Circuit Design Ludwig 9788131762189 , Electric Circuits For Be/Betch 2Ed Kani 9789354663925 , Control Systems Nagoor Kani 9789389239010 , Digital Logic Circuits Nagoor Kani 9789354669989 , Microwave And Rf Design Steer 9789380381305 , Electrical Measurement And Measuring Instruments Rajput Bks543993 , Digital Signal Processing 3Ed Kani 9789354661167 , A Handson Course In Sensors Using The Arduino And Raspberry Pi Ziemann Volker 9781032791470 , Signal And Systems Simplified 2Ed Nagoor Kani 9789354661013 , Basic Electrical And Electronics Engineering 2/Ed Bhattacharya 9789332586505 , Ad Hoc Wireless Networks : Architectures & Protocols Murthy 9788131706886 , Ad Hoc And Wilreless Sensor Network Athawale 9789356066137 , Digital Circuits Design Kothari 9789332543539 , Solid State Electronic Devices Streetman 9789332555082 , Wireless Communication Goldsmith 9780521704168 , Probability And Stochastic Processes 3Ed Yates 9789354243455 , Signals, Systems And Inference Oppenheim 9789356064676 , Electromagnetic Field And Waves Salivahanan 9788119896677 , Analog Design For Cmos Vlsi Systems Maloberti 9788181284341 , Vlsi Design Michael 9780849318764 , Cognitive Sensors And Iot Fadi 9781032599236 , Digital Design & Computer Organization Farhat 9780849311918 , Digital Intergrated Circuits Evegni 9780849330575 , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi Ambaji Kulkarni 9781032966885 , Basic Electrical And Electronics Engineering Murugan 9789384726072 , Adaptive Antenna Arrays Chandran 9788181289322 , Networks Lines & Fields 2Ed Ryder 9789332559516 , Data Compression : The Complete Reference Salomon 9788184898002 , Electric Circuits Bell Bks321194 , Digital Signal Processing Oppenheim 9789332550339 , Iot Standards With Blockchain : Enterprise Methodology For Internet Of Things Upadrista 9781484284278 , An In Depth Guide To Mobile Device Forensics Chuck Easttom 9781032785905 , Digital Signal Processing Oppenheim 9789332550339 , Digital Modulation & Coding Wilson 9788131721438 , Fundamentals Of Mobile Computing 2Ed Pattnaik Bks534717 , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi Ambaji Kulkarni 9781032966885 , Biomedical Instrumentations And Measurements Cromwell 9789332556911 , Artificial Neural Networks For Engineers And Scientists Chakraverty S. 9781032729121 , Digital Communication Bhattacharya 9780070591172 , Signals And Systems 2/Ed Oppenheim 9789332550230 , Fundamentals Of Modern Vlsi Devices Yuan Taur 9781316649794 , Digital Systems:Principles&Design(Anna) Rajkamal 9789332535916 , Principles Of Cognitive Radio Vincent 9781107439900 , Digital Signal Processing 4Ed Proakis 9788131710005 , Op Amps And Linear Integrated Circuits Gayakwad 9789353949037 , Microwave And Radar Engineering Rao 9788131799444 , Introduction To Pspice Using Orcad For Circuits And Electronics Rashid 9789332555174 , Basic Electronics Saha 9781316632932 , Linear Integrated Circuits Salivahanan 9789353163808 , Principles Of Electronic Communication Orient 9789386235107 , Optoelectronic Devices And Optical Fiber Communication Chakrabarti 9789354667947 , Introduction To Vlsi Design Flow Sneh Saurabh 9781009200813 , Antennas And Wave Propagation Kraus 9789352606184 , Network Analysis Revised 3Ed Van Valkenburg/ Rathode 9789353433123 , Communication Systems : Analog And Digital, 3Rd Singh 9781259004605 , Internet Of Things The : How Smart Tvs Sm Miller 9789332552456 , Microwave Devices & Circuits 3Ed Liao 9788177583533 , Fundamentals Of Mobile Computing 2Ed Pattnaik Bks534717 , 5G Mobile And Wireless Communication Technology Pauline Cullen 9781009590921 , The Intel Microprocessors : 8086/8088,80186/80188,80286,80386,80486,Pentium, Pentium Pro Processor, Pentium Ii - 8Ed Brey 9788131726228 , Circuits Analysis Theory And Practic Robbins 9788131519028 , Medical Instrumentation 5Ed : Application And Design : An Indian Adaptation Webster 9789354249150 , Microwave Engineering, An Indian Adaptation Theory And Techniques Pozar 9789388991087 , Wireless Communications 2Ed Molisch 9789354248795 , Controll System Eng. 8/Ed Norman 9789357463980 , Signals, Systems, And Transforms, 4/E Phillips 9789332518490 , Antenna Theory And Applications 4Ed Balanis 9789354248474 , Gate 2025 Electronics And Communication Eng.Guide Gkp 9789356819306 , Introduction To Analog And Digital Communication 2Ed Haykin 9789354644337 , Digital Image Processing Gonzalez 9789353062989 , Power Electronics (An Indian Adaption) Ned Mohan 9789354640278 , Dorfs Introduction To Electric Circuits Wiley India Edition Richard 9788126573493 , Electronic Devices 10Ed Robert Floyd 9789354493935 , Communication Systems 5Ed Haykin 9789354640896 , Modern Control Engineering Ogata 9789332550162 , Electric Circuits With Mt Kang 9789386650344 , The Intel Microprocessors : 8086/8088,80186/80188,80286,80386,80486,Pentium, Pentium Pro Processor, Pentium Ii - 8Ed Brey 9788131726228 , Modern Digital Electronics-5Th Edtion Jain 9789355321770 , Analog And Digital Electronics Roth 9789353502355 , Introduction To Communication Systems Madhow 9781316608241 , Voip Handbook Application Technologies Ahson 9781420070200 , Embedded Systems Handbook 2Ed Network Embedded System Zurawski Bks331227 , Matlab: An Introduction With Applications 6Ed Amos Gilat 9789357462174 , Fiber Optic Communication Systems 5Ed Agrawal 9789357461245 , Crc Handbook Of Modern Telecommunications 2Ed Morreale Bks331221 , Mathematical Aspects Of Signal Processing Sircar 9781107175174 , Rf And Microwave Semiconductior Device Handbook Golio 9780849315626 , Electronic Systems Maintenance Handbook, Second Edi Whitaker Bks322864 , The 8051 Microcontroller Ayala 9788131502006 , Digital Systems Design Using Vhdl W/ Roth 9788131518304 , Fundamentals Of Engineering Electromagnetics Cheng 9789332535138 , Basic Electronics-2Ed Kothari 9789352606467 , Power Electronics Essentials & Applications Umanand 9788126519453 , An In Depth Guide To Mobile Device Forensics Chuck Easttom 9781032785905 , Automotive Embedded Systems Handbook Navet Bks335190 , Wavelet Analysis With Applications To Image Process Prasad 9780849331695 , Primer On Wavelets And Their Scintific Applications Walker 9781032963617 , Face Detectin And Recognition: Theory And Practice Datta A.K. 9781032728964 , Fiber Optics & Optoelectronics Khare 9780195669305 , Mobile Cellular Telecomm 2E Lee 9780070635999 , Cmos Vlsi Design : A Circuits And Systems Perspective, 3Ed Weste 9788131762653 , Antennas Blake 9789380381268 , Mobile Communications, 2Ed Schiller 9788131724262 , Introduction To Wireless Systems Black 9788131726389 , Ad Hoc And Wilreless Sensor Network Athawale 9789356066137 , Linear Integrated Circuits Sathishkumar Bks476847 , Linear Integrated Circuits Dhanasekar Bks638493 , Embedded And Real Time Systems Ramprabu Bks476848 , Transmission Lines And Rf Systems Shanmugaraja Sivakumar Bks490771 , Transmission And Distribution Gayathri Bks476751 , Wireless Communication Santhosh Krishna Bks638491 , Digital System Design Edwindhas Bks638462 , Power Quality & Distributed Generation Jayaprakash 9788184876987 , Digital Signal Processing Antoniou 9780070636330 , Power System Engineering 3 Ed Kothari 9789353165116 , Digital Integrated Circuit 2/Ed Rabeay 9789332573925 , Principles Of Electronic Materials Kasap 9789390113866 , Digital Logic Circuits With Vhdl And Verilog Programs Nagoor Kani 9789354669606 , Principles Of Electronic Materials Kasap 9789390113866 , Wireless Communications : Principles Rappaport 9789356066212 , Communication Networks Fundamentals Leon 9780070595019 , Interoperability In Iot For Smart Systems Roy M. 9781032728100 , Basic Elec & Linear Circuits Bhargava 9781259006463 , Brain Computer Interface Eeg Signal Processing Panigrahi 9781032851181 , Learning Basics And Electronic Science Through Mcqs Priya 9789394639249 , Fundamentals Of Logic Design Roth 9789360535650 , Engineering Circuit Analysis 10E/D Hayt 9789364441094 , Programmable Logic Controllers 6Th Ed Petruzella 9789355325860 , Modern Wireless Communication Haykin 9788131704431 , Signals And Systems 5Ed Ramesh Babu Bks505218 , Digital Signal Processing Ramesh Babu Bks503977 , Digital Image Processing 2Ed Sridhar Bks643706 , Digital Logic Circuits With Vhdl And Verilog Programs Nagoor Kani 9789354669606 , Wireless Communications : Principles Rappaport 9789356066212 , Digital Integrated Circuit 2/Ed Rabeay 9789332573925 , Brain Computer Interface Eeg Signal Processing Panigrahi 9781032851181 , Internet Of Nanothings And Wireless Body Area Networks Fadi 9781032599144 , Phyiscs For Electronics & Information Science Palanisamy 9789386923134 , Vlsi Design Sathyah Bks665018 , Basic Elec & Linear Circuits Bhargava 9781259006463 , Communication Networks Fundamentals Leon 9780070595019 , Linear Integrated Circuits Salivahanan 9789353160487 , Wireless Communications : Principles Rappaport 9789356066212 , Linear Integrated Circuits Salivahanan 9789353160487 , Digital Logic & Computer Design Mano 9789332542525 , Digital Electronics Bignell 9788131520710 , Design Of Analog Cmos Integrated Circuit-2Ed Razavi 9789387067844 , Fundamentals Of Logic Design Roth 9789360535650 , Engineering Circuit Analysis 10E/D Hayt 9789364441094 , Digital Electronics Bignell 9788131520710 , Design Of Analog Cmos Integrated Circuit-2Ed Razavi 9789387067844 , Applied Machine Learning Gopal 9789354601590 , Essentials Of Digital Signal Process Using Matlab Ingle/Proakis 9788131517727 , Arm System On Chip Architecture Furber 9789332555570 , Smart Grid In Iot Enabled Spaces Fadi Ai Turjman 9781032598543 , Power Plant Engineering Nag 9789354600050 , Mathematical Analysis A Straightforward Binmore 9781107526235 , Algebra 2Nd Edition Michael Artin 9789353432751 , Discrete Mathematics Dhami 9780199452798 , Statistics And Numerical Methods 10Ed Vijayakumari 9789356062733 , Algebra, 3Ed Sahai 9788173198250 , Algebraic Topology M J Greenberg , J R Harper 9780367475604 , Algebra, 4Ed Sahai 9788184876208 , Concept Of Modern Algebra Pandey 9788184877069 , Friendly Introduction To Number Theory Silverman 9789353433079 , Elementary Differential Equations 8Ed Richard 9789332571617 , Introduction To Graph Theory West 9789332549654 , Linear Algebra Ubaidullah 9789391549893 , Higher Algebra Barnard 9789385923326 , Sequences And Series Arumugam 9789388005128 , Modern Analysis Arumugam 9789388005111 , Intorduction Topology And Modern Analysis Simmons 9789387465916 , Higher Algebra Hall Knight 9788174731043 , Analytical Geometry Veerarajan 9789388005142 , Transforms And Partial Diffrential Equations 3Rd Ed Muthucumaraswamy 9789391549473 , Multilevel Analysis: Techniques And Applications 3/E Hox 9781032938035 , Thomas Calculus 15Ed Hass 9788119896608 , Calculus Vil I 2Ed ( An Indian Adaptation) Apostol 9789354642630 , Calculus 10Ed Saturmino Salas Einar Hille Ga 9789390421961 , Introduction To Linear Regresion Analysis, 6Ed Montgomery 9789357461283 , Matrices Advanced Calculus & Complex Stewart 9789360534509 , Operations Research Mote 9788126556380 , Topology 2Ed James Munkres 9789353432775 , Linear Algebra 5Ed Friedberg 9789390168132 , Multivariate Calculus Joshi Bks498996 , Mathematical Analysis 6Ed Malik Bks413195 , Stochastic Processes 5Ed Medhi 9789389802245 , Human Resource Management Aswathappa 9789355323675 , The Elements Of Complex Analysis 3Ed Choudhary 9789388818780 , Probability And Statistics For Engineering Devore 9789353506247 , Operations Research Panneerselvam 9789354437892 , The Elements Of Complex Analysis 3Ed Choudhary 9789388818780 , Optics 8Ed Ghatak 9789355328595 , Outline Of Beginning Physics Schaum 9789389538984 , Outline Of Astronomy Schaum 9789389538939 , Introductory Nuclear Physics 3/Ed Krane 9789354640834 , Physics Vol 2 5Ed David Halliday Resnick 9789354640438 , Physics For Scientists And Engineers Serway 9789355739223 , Non Conventional Energy Source Math 9789388005081 , Nuclear Physics Theory And Experiments 3Ed Roy 9788122449884 , Gravitation : Foundations And Frontiers (South Asian Edition) Padmanabhan 9780521178761 , Electricity And Magnetism Murugeshan 9789352837342 , Introductory Nuclear Physics Wong 9788126546060 , Modern Physics Murugeshan Bks367126 , Introduction To Electrodynamics South Asia Ed - 4/Ed David J. Griffiths 9781108822909 , Theoretical Astrophysics Vol 2 Padmanabhan 9781107400603 , Heat Thermodynamics And Statistical Physics Lal Subramanian Bks460942 , Classical Dynamic Of Particles Thornton 9788131518472 , Materials For Engineers And Technicians 7Ed Bolton 9781032973722 , Statistical Mechanics 2Ed (An Indian Adaption) Kerson Huang 9789354247736 , Atomic And Molecular Spectroscopy Rita Kakkar 9781108413206 , Laser Fundamentals Silfvast 9780521138475 , Engineering Chemistry 2E : Fundamentals And Applications Shikha Agarwal 9781108724449 , Organic Name Reations Sanjay Bari 9789389354737 , Basics Of Environmental Science Khosla 9788184874013 , Environmental Chemistry Singhu 9788122427318 , Biomaterials Principles And Applications Joon Park 9781032934167 , Organic Reaction Mechanisms Ahluwalia Bks366263 , Organic Synthesis Concepts And Methods 3Ed Pb 2014 Jurgen Hinri 9788126547227 , Engineering Chemistry Palanna 9789352605774 , Engineering Chemistry 2Nd Ed Wiley 9788126543205 , A Textbook Of Engineering Chemistry Dara Bks561640 , Engineering Chemistry Vairam & Kalyani 9788126543342 , Chemical Applications Of Group Theory Albert Cotton 9788194726364 , Environmental Science And Engineering Yuganath 9788183717014 , Environmental Science Isv 8Th/Ed Botkin, Killer 9788126534142 , Chemical Reaction Engineering 3Ed (An Indian Adaptation) Octave Levenspiel 9789354244605 , Outline Of Thermodynamics Schaum 9789389538540 , Textbook Of Chemical Engineering Thermodynamics Narayanan 9788120347472 , Communication Skills, 3Ed Sanjay Kumar 9789354978555 , English For Science & Technology-I Chellammal 9781009224796 , English For Science & Technology-Ii Francis 9781009251181 , Effective Technical Communication Rizvi 9789352605781 , Research Methodology Vinod 9789352863518 , Placement Interviews Skills For Success Anandamurugan 9780070700956 , Prowess Orient 9789354421242 , Research Methodology Panneerselvam 9788120349469 , Academic Writing A Handbook For Students Stephen Bailey 9781138615533 , Design Thinking In Technical Communication Jason C K Tham 9781041004356 , Principles Of Scientific And Technical Mohapatra 9789355327482 , Critical Thinking Idea Innovation And Creativity Richard H Mccuen 9781041000846 , Literature For Language Skills 2Ed Mahanand 9789388005470 , Academic Writing P.B Ajay Semalty 9789390211739 , Teaching English Through Folktales Mahanand 9789391549077 , An Introduction To Literary Studies Mario Klarer 9781032785974 , Heritage Of Tamils Muthuramalingam 9789391549718 , A Short History Of English Literature Saintsbury 9788174733054 , The English Language Wrenn 9788174733368 , An Introduction To The Study Of English Litetrature Hudson 9788174731197 , Rabindranath Tagores Ideational Challenges Bidyut Chakrabarty 9789356400122 , English Literature Long Bks476291 , Test Of Reasoning 7Th Edn Thorpe 9789389811513 , Science And Technology 8Ed Agarahri Ravi 9789355326324 , Excel Reasoning Arun Sharma 9789355329455 , Aptipedia Aptitude Encyclopedia 2 Ed Wiley 9788126569502 , Excel Quantitative Apititude Arun Sharma 9789355327970 , Verbal Ability And Reasoning For Competitive Examinations Anand Lalit Singh 9788126554294 , Intermediate Engligh Grammer With Answers, 2Ed Murphy 9788185618517 , Design Thinking Teun Den Dekker 9781032786018 , Spotting Errors Lakshminarayanan Bks670723
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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 →
23.
Public Administrative Department #11286668 AOC
Tender For Construction/Repair Work In Record Room/Nazarat Department - (a) Bricks M-150 2 (b) Bricks M-100 3 (c) Bricks-Straight over brunt 4 (d) Bricks- Tiles (Ist Class) 5 (e) Brick Bats M-75 6 (f) Brick Bats (O.B.) 7 Fly ash Bricks (specification/strength should not be less then Bricks M-150)size 230x110x75mm 8 Fly ash Bricks Tiles (specification/strength should not be less then Bricks M-150)size 230x110x38mm 9 Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30) 10 (a) 5.00cm. Gauge 11 (b) 4.00 cm. gauge 12 (c) 2.50 cm. gauge 13 Stone Grading Materials Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm 14 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5mm 15 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm 16 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6mm 17 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm 18 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10mm 19 Aggregate - Grading I (40 mm nominal Size) 37.25 mm -25mm 20 Aggregate-Grading I 90 mm to 45 mm 21 Aggregate-Grading II 63 mm to 45 mm 22 Aggregate-Grading III 53 mm to 22.4 mm 23 Aggregates 22.4 mm to 2.36 mm for wet mix macadam 24 Aggregates 45 mm to 22.4 mm for wet mix macadam 25 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron 26 Crushed Stone Aggregate 26.5 mm to 75 micron 27 Crushed Stone chipping 13.2 mm nominal size 28 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm 29 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 30 Crushed Stone chipping 9.5 mm nominal size 31 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm 32 Fine aggregate/Crushed sand 2.36 mm to 75 micron 33 Stone Boulder of size 150 mm and below 34 Stone for Coarse Rubble Masonry 1st Sort 35 Stone for Coarse Rubble Masonry 2nd Sort 36 Stone for Random Rubble Masonry 37 Stone for Stone Set Pavement (300 mm x 200 mm x 150MM 38 Well Graded Material for Sub-Base - Grading I 2.36 mm below 39 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm 40 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm 41 Well Graded Material for Sub-Base - Grading II 2.36 mm below 42 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm 43 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm 44 Well Graded Material for Sub-Base - Grading III 2.36 mm below 45 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm 46 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm 47 Boulder with minimum size of 300 mm for Pitching at Site 48 Granular Material or hard murrum for GSB works at Site 49 Close graded Granular sub-base Material 37.5 mm to 9.5 mm 50 Close graded Granular sub-base Material 9.5 mm to 4.75 mm 51 Close graded Granular sub-base Material 4.75mm to 75 micron mm 52 Close graded Granular sub-base Material 2.36 mm 53 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm 54 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm 55 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 56 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 57 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 58 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 59 Coarse graded Granular sub-base Material 53 mm to 26.5mm 60 Stone screening material for WBM Grading-2 and 3 61 Miscellaneous Items Cement Grey PPC 62 Cement Port land (ordinary) 63 Cement white viz J.K./Birla 64 Wall Putty J.k / Birla white 65 Plaster of Parish Sakarni or eqvivalent 66 Cinder 67 Distemper oil bound 68 Dry Distemper ordinary of bes quality (Approved manufacture and approved quality viz. Burger, Asian, J&N 69 Glass Ordinary cut to size (a) 3mm thick (Wt. 7.5 Kg./sqmt.) 70 (b) 4mm thick (Wt. 10.0 Kg/sqmt.) 71 (c) 5.5 mm thick (Wt. 13.5 Kg/sqmt.) 72 White lime (unslacked) for White Washing 73 White Lead (Best Quality PIG Lead) 74 (d) G.I. Barbed wire 75 (e) Iron Sheet Galvanized Plain 22 gauge 76 (f) Iron Sheet Galvanized Plain 24 gauge 77 (g) -do- but corrugated 24 gauge 78 (h) -do- but black plain 18 gauge 79 (J) Expanded metal 2-0 cm mesh 16/17 guage 80 (K) M.S. binding wire 24 gauge 81 (i) 1x2 size of 10 gauge wire 82 (ii) 1x3 size of 10 gauge wire 83 (iii) Murga Jali 1/2x24 gauge 84 (iv) 1x2 size of 10 gauge wire 85 (i) F -d sections @ 1.58 Kg/R/M 86 (ii) F -B/T/T Secs. @ 2.40 Kg/R/M 87 (iii) F - Sections @ 0.74 Kg/R/M 88 (a) Super white 89 (b) Commercial white, coloured & black 90 Marble Dust (200 mesh) 91 Nails (Country) 92 Nails (Wire) 93 (a) Oil (linseed double boiled) 94 (b) Oil (Terpentine) 95 (a) Paint anticorosive Bitumenous 96 (b) Black Japan 97 (c) Superior Ready Mixed paints (Grade II) in 20 ltrs. Drums of approved manufactures and aporoved make 98 (i) Dark Green Oxide 99 (ii) Deep Black Oxide 100 (iii) Blue Oxide 101 (iv) Chocoiate Oxide 102 (e) (i) Red Oxide primer surface for steel (in 20 ltrs. Drum) (Approved manufactures and approved make) 103 (ii) Red lead paint ready mixed for roof (in 20 ltrs. Drum) (Approved manufactures and approved make) 104 (f)(i)PaintenamelGradeIsuperClass(Approved manufactures and approved make) 105 (ii) Paint (Aluminium) 106 (g) (i) Paint primer for wood 107 (ii) Paint primer for metal 108 (h) (i) Cement Primer of Berger or equivalent 109 (ii) Water proof cement paint (in 50 kg. drums) 110 (i) Clear synthetic (in 20 ltr drums) 111 (ii) Copall 112 (iii) Weather Coat cement paint for exterior 113 (iii) Weather Coat cement paint for exterior 114 Water Proofing compound (Dr. Fixit) 115 Polish (mansion & wax) 116 (iv) P.V.C. Pipe 110 mm dia & 6Kg./CM2 (ISI Marked) 117 (v) Same as above but 90 mm dia 118 (vi) Same as above but 75 mm dia 119 (v) Same as above but 140 mm dia 120 (a) Corrugated 121 (b) Plain 122 (i) Internal dia 5 cm (Wt. 11.41 Kg.) 123 (ii) Internal dia 7.5 cm. (Wt. 16.52 Kg.) 124 (iii) Internal dia 10 cm. (Wt. 21.67 Kg.) 125 (iii) Internal dia 15cm. (Wt. 21.67 Kg.) 126 (i) 5.0 cm dia (Wt. 2.30 Kg. ) 127 (ii)7.5 cm dia (Wt. 3.30 Kg.) 128 (iii) 10.0 cm. dia (Wt. 4.60 Kg.) 129 (i) 5.0 cm dia (Wt. 2.10 Kg. ) 130 (ii) 8.0 cm dia (Wt. 3.20 Kg.) 131 (iii) 10.0 cm. dia (Wt. 4.40 Kg.) 132 (c) C.I. Spout 23.0 cm Long 40 mm dia 133 (a) Rope (Moonj) 134 (b) Rope (HEMP) 135 (c) Rope (cotton) 136 (d) Spun yarn 137 Rivets 138 Coarse sand of approved quarry (Finess modules 2.20) at site of work in the district Saharanpur, Muzaffarnagar 139 Finesand(blendedtofineness modulus1.25) Saharanpur, Muzaffarnagar and Shamli 140 (a) Local Sand 141 Surkhi 142 White lime (slacked) 143 (a) Washers (Lumpet) 144 (b) Washers (Bitumen) 145 (c) Washers G.I. 146 J.Hooks 147 Wood presevator in 5 ltrs. Pack. 148 (a) Teak wood 149 (b) Sheesham 150 (c) Indian Sal 151 (a) Teak wood 152 (b) Sheesham 153 (c) Indian Sal/ maleshien 154 Fuel Wood (Dry) 155 (a) 2.2 cm width 156 (b) 3.50 cm. width 157 (c) Same as 48 (a) but 5 mm thick 158 (d) Same as 48 (b) but 5 mm thick 159 Antitermite treatment oil concentrate to 0.30 (as per IS 1307) 160 (i) 40mm thick 161 (ii) 50 mm thick 162 (a) KOTASTONE (machine cut ) 60 x 60 cm. 163 (a) Marble White 60 x 60 cm. 164 (b) Marble White 60 x 60 cm. 165 Granite stone black or Grey Polished 166 Granite stone black or Grey Polished 167 Polythene Sheet (125 Micron) 168 Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width. 169 (a) For Floor Size 300 x 300 170 (b) For Wall Size 200 x 300 171 (c) Vitrified Tiles size 600 x 600 172 RCC Hume Pipe 350mm dia 173 RCC Hume Pipe 450mm dia 174 (a) Ordinary 175 (b) For floor and tile work 176 Carpenter 177 Black Smith 178 Hammer man 179 Fitter 180 Painter 181 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 182 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 183 (b) Electrician Licensed with Kit or Koshal vikash certificate 184 (b) Electrician Licensed with Kit or Koshal vikash certificate 185 Mate 186 Beldar / Mali 187 Bhishti with Mushk 188 White Washer 189 Belder for bitumen or tar work 190 Glazier 191 Bhainsa Buggi with driver 192 Tractor trolley with driver excluding P.O.L. 193 Amin/Tracer 194 Chaukidar 195 Jeep/Truck/Tractor/Roller Driver 196 Generator Operator 197 Mixol Operator 198 Pump Operator 199 Cleaner 200 Sweeper (Full Time) 201 Sweeper (Part Time) 202 Tractor with harrow or water TankerTrolly with 203 Tractor with harrow or water TankerTrolly with 204 driver and P.O.L. 205 J.C.B. Machine with driver with P.O.L. 206 Crane (20-50 Tonnee) with Driver and P.O.L. 207 Ricksaw Thela with Driver 208 (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between 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 upto a distance of 30 M. from the foundation trenches. (where machine can not move ) 209 (a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) 210 (a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) 211 (a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.) 212 (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measuredat a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. 213 (i) Cleaning jungle including up rooting ofrank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. aboveground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. 214 (a) Same as above 259(i) above but grass only. 215 (a) Add to item no. 253 (a) for mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc. 216 (b) As in item no. 260 (a) above but for departmental works excluding Roller charges and its fuel, cost of water, allT&P. and sundries etc. but including carriage of water to site. 217 Upto ½ Km 218 Ist Km. (If lead is beyond ½ Km.) 219 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 220 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 221 As in item 273 above but in proportion 10:5:1 222 As in item 273 above but in proportion 8:4:1 223 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 224 (b) Same as item no. 279 (a) but in proportion of 1:3:6 225 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 226 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 227 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 228 As in item 273 above but in proportion 10:5:1 229 As in item 273 above but in proportion 8:4:1 230 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 231 (b) Same as item no. 279 (a) but in proportion of 1:3:6 232 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 233 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 234 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 235 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 236 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 237 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 238 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 239 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 240 As in item 309 above but for walls of one brick thick, add for extra labour 241 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 242 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 243 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 244 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 245 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 246 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 247 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 248 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 249 As in item 309 above but for walls of one brick thick, add for extra labour 250 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 251 Teak wood wrought framed and fixed including simple mouldings, straight work as in chaukhats including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 252 As in item No. 401 but for sheesham wood 253 As in item no. 401 but with Indian Sal wood 254 Supply & fixing of 4.5 Cm. thick teak wood part panelled and part glazed door and window shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Including fixing the glass panes with putty for bradglass and glass to be 4 mm. thick. Fitting with necessary screws to be supplied by the deptt. 255 Providing and fixing Glass panes with teak wood beading in doors and windows as desired by the Engineer incharge including cost of all materials, fittings, hinges, labour, T&P all etc. required for proper completion of the work. 256 As in item no. 409 above but fully panelled. 257 As in item no 409 above but fully glazed. 258 As in item no. 409 above but 3.8 cm. thick. 259 As in item no. 411 above but 3.8 cm. thick. 260 As in item no. 412 above but 3.8 cm. thick. 261 As in item no. 409 above but 3.8 cm. thick, Shisham wood. 262 As in item no. 411 above but 3.8 cm. thick, Shisham wood. 263 As in item no. 412 above but 3.8 cm. thick, Shisham wood. 264 Supply and fixing of 3.8 cm. (1½) thick Teak wood door and window shutters with panels of heavy Quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size, with necessary beadings, including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including two coat of black Japan on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 265 As in item (450) above but in shisham wood. 266 Supply and fixing Galvanized Mosquitos proof heavy quality S.S.Wire gauge heavy quality over windows and including supply of teak wood batten 8 cm.x1.cm. (3x3/8)/flat iron 25 mm.x4mm. and including supply of necessary screws all materials, labour, Tools & plants etc. required for proper completion of the work. 267 As in item (455) above but with shisham wood battens. 268 As in item (455) above but with Indian Salwood battens. 269 As in item (455) above but with Deodar wood battens. 270 As in item no. 409 but Indian Commercial flush shutters 35 mm. thick (excluding cost of all fitting). 271 As in item no. 409 but Indian Commercial flush shutters 32 mm. thick (excluding cost of all fitting). 272 As above 471 but Double Leaf Add. extra. 273 Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc. (for estimating purpose only) 274 As above item no. 473 Aluminium Fittings ISI marked. 275 Supply and fixing of 3.8 cm. (1½) thick country wood door fully panelled shutters including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings 276 Supply and fixing 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fitting and glass panes (Double Leaf) 277 As in item no. 9.26 above but for single leaf. 278 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 279 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 280 As in item no. 9.29 above but for single leaf. 281 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 282 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 283 As per item above A but with shisham wood batton 284 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 285 Fixing of Curtain rods (Labour only) 286 Fixing of Curtain palmets (Labour only) 287 50x20 mm 288 50x12 mm 289 With 2nd class teak wood beading 62X19 mm. 290 300x16 mm 291 250x16 mm 292 250x10 mm 293 200x10 mm 294 150x10 mm 295 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 296 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 297 As in item no. 9.29 above but for single leaf. 298 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 299 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 300 As per item above A but with shisham wood batton 301 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 302 Fixing of Curtain rods (Labour only) 303 Fixing of Curtain palmets (Labour only) 304 50x20 mm 305 50x12 mm 306 With 2nd class teak wood beading 62X19 mm. 307 300x16 mm 308 250x16 mm 309 250x10 mm 310 200x10 mm 311 150x10 mm 312 250x10 mm 313 200x10 mm 314 150x10 mm 315 100x10 mm 316 125 mm 317 100 mm 318 75 mm 319 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71 mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI C sections (39mm x 19mm x O.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric L corners .The panel shall be filled with 3mm thick high - pressure compact laminate asper manufacturers specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). 321 With decorative veneering on one side and commercial veering on other side. 322 With non decorative veneering on both sides. 323 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 324 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 325 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 326 Same as in items 502 above but steel Z Section window excluding Glass panes.(ii) Openable panels 327 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 328 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 329 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 330 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 331 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 332 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 333 with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 334 As per item no 517a but with steel strip inplace of angle iron. 335 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 336 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 337 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 338 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 339 providing and fixing top cover for rolling shutters 2.50 meter wide. 340 Providing and fixing ball bearing for rolling shutters. 341 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 342 (b) Shutters above 16.8m² (180 sqft) area 343 (i) Door chaukhat 344 (ii) window chaukhat 345 (iii) Ventilator chaukhat 346 (iv) Stair case Nosing 347 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 348 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile B 349 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile C 350 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile E 351 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 352 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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, botls, fastners etc.) 353 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 354 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 355 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 356 Same as in items 502 above but steel Z Section window excluding Glass panes. (ii) Openable panels 357 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 358 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 359 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 360 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 361 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 362 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 363 Providing and fixing 1mm thich M.S. Sheet door with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 364 As per item no 517a but with steel strip inplace of angle iron. 365 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 366 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 367 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 368 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 369 providing and fixing top cover for rolling shutters 2.50 meter wide. 370 Providing and fixing ball bearing for rolling shutters. 371 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 372 (b) Shutters above 16.8m² (180 sqft) area 373 (i) Door chaukhat 374 (ii) window chaukhat 375 (iii) Ventilator chaukhat 376 (iv) Stair case Nosing 377 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 378 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B 379 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C 380 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E 381 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 382 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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, botls, fastners etc.) 383 Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. 384 Same as in item 574 above but Flush pointing Deduct from item 574. 385 Same as in item 574 above but in floors deduction from item 574 & 575. 386 Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 387 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 388 As in item (582) above but with cement and approved coarse sand mortar in 1:3. 389 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. 390 As per Item No. 584 but with 1:4 cement and Corse sand 391 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6. 392 Add for extra labour to all item of plaster if done ceiling. 393 Add for extra labour and materials for plaster over rough face of one brick wall. 394 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 395 Same as above item but 1.20cm. thick instead of 2 cm thick. 396 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster), 397 Marking drip coarse in sun shades or facie with 1:3 cement and fine sand mortar as per direction of Engineer-in-charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 398 20 mm thick rough cast exterior cement plaster on walls consisting 10 mm thick backing cast of 1:3 cement mortar (1 cement :3 coarse sand) and 10 mm thick finishing coat of 1:3 cement mortar (1cement :3 coarse aggregate of size 6mm to 12 mm ) including arises, chamfers and/or rounded angles not exceeding 80 mm. 399 2.5 cm (1) thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1) graded approved stone grit, laid in panels finished with 3 mm. (1/8) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3) thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½) gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 400 (A) As in item no. 601 above but without base concrete. 401 (B) As in item no. 601 above but base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1 402 As in item (601) above but floor shall be 4 cm (1½) thick instead of 2.5 (1) thick and without base concrete. 403 Add in item (601) to (603) and (605) when floors are polished including supply of extra cement, chapra batti, Carborandum stone, all other materials, labour, Tools & plants etc. required for proper completion of the work. Marble dust shall be added in the floting coat in ratio of 5:1 (cement and marble dust) if necessary but no extra amount will be paid for it. This includes final finish with french mansion polish or any other approved polish. 404 M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work. 405 As in item (615) above but bricks laid flat. 406 Granolithic marble flooring 2.5 cm. (1) thick consisting of 2 cm. (3/4) thick layer of 1 part cement, 2 parts of approved coarse sand and 4 parts of 2 cm. (3/4) graded approved stone chips including 5 mm (¼) thick surface coat with ordinary cement, black and white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 1.5 mm. (1/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-incharge and polished by hand or machine and finally finished with French Mansion Polish or any other approved polish and including 8 cm (3) 1:6:12, concrete base, including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work 407 As in item (620) above but when white cement is used in top 5 mm (¼) layer. 408 As in item no. (620) above but when coloured floors are to be made. 409 Granolithic marble dado 2 cm. (¼) thick consisting of 15 mm. (9/16) thick layer of one part cement, 2 parts of approved coarse sand including 5 mm. (3/16) thick surface coat with ordinary cement black or white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 15 mm. (9/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-in- charge and polished by hand or by machine and finally finished with French Mansion Polish or any other approved polish including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work. 410 Same as item no. 625 above but 12 mm. thick dado. 411 As in item (625) above but when white cement is used in top 5 mm. (3/16) thick layer instead of ordinary cement. 412 As in item (625) above but when coloured dados are to be made. 413 Supply and fixing 6 mm. (¼) China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants 414 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (a) of 2.2 cm. depth 415 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (b) of 3.5 cm. depth 416 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (c) of 2.2 cm. depth and of 5 mm thickness 417 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete(d) of 3.5 cm. depth and of 5 mm thickness 418 Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc. 419 Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 420 As in item no. New item (1) above but 25 mm thick. 421 Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 422 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge 423 Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked. 424 As in item (641) above but for every coat after first coat. 425 As in item (642) above but for every coat on previously painted old wood or Iron work including its sand papering, rubbing and cleaning as required for proper completion of work. 426 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 427 As in item (644) above but for every coat after the first coat. 428 As in item (645) above but for every coat over previously painted surface 429 Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 430 As in item (647) above but for every subsequent coat on previously treated surface . 431 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 432 As in item (649) above but for every coat after the first coat. 433 As in item (649) above but for every coat after the previous coat or subsequent coat. 434 One coat hot coaltar on new surface including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 435 As in item (652) above but for every coat after the first coat or on previously treated surface. 436 One coat surface or other approved preservative on new wood work, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 437 As in item (654) above but for every coat or on previously treated surface. 438 Oiling wood work with double boiled linseed oil including supply of all materials labour, Tools & plant etc. required for proper completion of the work. 439 Removing paint or varnishing with paint remover or with caustic Soda, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 440 Polishing with French Polish or wax polish (in proportion 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight) on new wood and wood based surface to give an even surface including cleaning the surface of all dirt, dust and sand prepared smooth and a coat of wood filter including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 441 As in item No. (658) above but on previously polished wood or wood based surface. 442 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 443 Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade 444 Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 445 Same aas item 660 but for weather coat. 446 Sameaasitembut over previouslypainted surface weather coat. 447 Providing cement primer on old/new surfaces 448 Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 449 Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 450 White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 451 As in item 671 above but Two coats. 452 As in item 671 above but Three coats. 453 Colour washing one coat using approved. Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 454 As in item 674 above but two coats. 455 As in item (674) but using approved colouring material of pink, green or yellow shade. 456 As in item 676 above but two coats. 457 As in item (674) above but colour washing with copper or iron sulphate one coat. 458 As in item 678 above but Two coat. 459 Cement washing including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 460 One priming coat and one coat of dry distemper on new work including supply of all materials, labour, Tools & plant etc. reqired for proper completion of work. 461 As in item (681) but for each coat of distemper after the first coat 462 Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 463 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 464 As in item (692) above but in mud mortar. 465 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 466 Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 467 As in item (695) above but only roof concrete. 468 Dismantlingcementconcreteorbrickor granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 469 As in item (697) above but floor to be stone flagged or tiled floor. 470 Dismantling corrugated Iron roofs walls or partitions,includingpurlins,battensand vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 471 Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 472 Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 473 Dismantling doors or windows leaves including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 474 Dismantling doors or windows including chaukhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 475 Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 476 Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8) including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 477 Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 478 Supply and fixing of 10cm. (4) internal dia A.C. down pipes Everest or charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cm x 3mm. (1 x1/8) fixed to walls with cement motar (1:2) and including supply of 15 cm (6) long 6mm. (1/4) dia nail all materials, labour and T& P. etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. 479 As per item No. 730 above but for 10.0 cm. PVC down pipe.(kissan/suprime make) 480 As per item No. 730 above but for 7.5 cm. PVC down pipe. .(kissan/suprime make) 481 As per item No. 730 above but for 5.00 cm. PVC down pipe..(kissan/suprime make) 482 Providing and injecting chemical for preconstruction anttermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows :- 1.Treatment for massonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4.Treatment of soil along external perameter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm. 483 Providing & injecting chemical for post Constructional anti termite treatment with drilling holes at junction of floor with walls & pillars, the application of chemicals shall be as per relevant I.S. code and the rate of application of chemical shall also be as provided in the I.S. code, including quarterly inspection and providing required treatment for one year. As direction by the Engineer-in-charge. 484 Consolidation of Kankar by hand rammer including opening out stacks sorting kankar into three sizes, repairing patches in existing road suface with kanker making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, kankar to be supplied to the contractor free at site. 485 (A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast. 486 (B) As in item No. 755 (a) above but excluding roller charges. 487 (D) As in item No. 755 (a) above but upto 10 cm. (loose) thick coat. 488 (E) As item No. 755 (b) above but upto 10cm. (loose) thick coat. but excluding roller charges. 489 Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site. 490 Dag belling 15cm (6) deep in one line aligned with flags and jhandies as directed by Engineer- in-charge. 491 Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer- incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 492 Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 493 As per item above but every coat after Ist coat and on old surface 494 Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. 495 As in item No. 762(a) above but with bricks laid on edge. 496 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. 497 Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3) depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. 498 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 499 Cleaning the existing painted /primed surface and laying premix 2cm. (3/4) thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manual including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat. 500 As in item No. 781 above excluding T&P and sundries etc. for departmental works. 501 As in item No. 781 above but in Patches. 502 As in item No. 781(a) but in Patches. 503 Cleaning the premix surface and laying seal coat with approved 6mm (1/4) graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood. 504 As in item No. 783 above but in Patches. 505 Providing and applying primer coat over prepared surface of granular base with slow setting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excluding emulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only) in patches 506 Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8) depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. 507 As in item No. 785 above but with bricks laid on edge. 508 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(i) 350 mm dia 509 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE (ii) 600 mm dia 510 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iii) 800 mm dia 511 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iv) 900 mm dia 512 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(v) 1000 mm dia 513 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia 514 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work(ii) 800 to 1000 mm dia 515 (a) Laying and Consolidation of stone ballast in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 516 (b) Laying and Consolidation of Brick ballast/ bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 517 Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two days 518 As item above but for more than 02 days. 519 As per item above but with three rows of horizontal ballies. 520 Dismantling of old brick laid on edge kharanja including stacking of old bricks . 521 As per item above but bricks laid flat / C.C. Interlocking tiles 522 Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of 2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags 523 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 524 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 525 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 526 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 527 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 528 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 529 Providing and laying of interlocking concrete Block pavement having thickness 60 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 530 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 531 Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 532 Providing & supply gunny bags including cost of sand and stitching of bags and laying in position. 533 Laying of interlocking tiles (labour only) 534 Disposal or malba 535 primaxing carpet 20 mm 536 seal coat 537 earth work in filling 538 45-90 mm gauge stone ballast 539 53-22.4 mm gauge stone ballast 540 stone screening meterial 541 mild steel for rcc work 542 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm dia. nominal outer dia Pipes 543 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargeb) 20 mm dia. nominal outer dia Pipes 544 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargec) 25 mm dia. nominal outer dia Pipes 545 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charged) 32 mm dia. nominal outer dia Pipes 546 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargee) 40 mm dia. nominal outer dia Pipes 547 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. a) 15 mm dia. nominal outer dia Pipes 548 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. b) 20 mm dia. nominal outer dia Pipes 549 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. c) 25 mm dia. nominal outer dia Pipes 550 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. d) 32 mm dia. nominal outer dia Pipes 551 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.. a) 15 mm dia. nominal outer dia Pipes 552 b) 20 mm dia. nominal outer dia Pipes 553 c) 25 mm dia. nominal outer dia Pipes 554 d) 32 mm dia. nominal outer dia Pipes 555 e) 40 mm dia. nominal outer dia Pipes 556 f) 50 mm dia. nominal outer dia Pipes 557 g) 62.50 mm dia. nominal outer dia Pipes 558 h) 75 mm dia. nominal outer dia Pipes 559 i) 100 mm dia. nominal outer dia Pipes 560 j) 150 mm dia. nominal outer dia Pipes 561 Providing and fixing brass stop cock ISI marked approved quality as per direction of Engineer-in- charge. a) 15 mm nominal bore 562 b) 20 mm nominal bore 563 Providing and fixing brass stop bib cock ISI marked approved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore 564 b) 20 mm nominal bore 565 Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge.High or low pressure with plastic floats: a) 15 mm nominal bore 566 b) 20 mm nominal bore 567 c) 25 mm nominal bore 568 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 a) 15 mm nominal bore 569 Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms. a) 15mm nominal bore. 570 Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standards IS 8931 a) 15mm nominal bore. 571 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931 a) 15 mm nominal bore 572 Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of Engineer-in- charge. 573 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre 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 walls and floors wherever required: White glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia. 574 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 30x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including 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 575 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern 576 Single half stall urinal with 5 litre PVC. automatic flushing cistern 577 Range of two half stall urinals with 5 litre PVC. automatic flushing cistern 578 Range of three half stall urinals with 10 litre PVC. automatic flushing cistern 579 Range of four half stall urinals with 10 litre PVC. automatic flushing cistern 580 Single squatting plate with 5 litre P.V.C. automatic flushing cistern 581 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern 582 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern 583 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps 584 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 585 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 586 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 587 White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap 588 White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap 589 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap 590 Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings. 591 ProvidingandfixingStainlessSteelAISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 592 510x1040 mm bowl depth 250 mm 593 510x1040 mm bowl depth 225 mm 594 510x1040 mm bowl depth 200 mm 595 470x420 mm bowl depth 178 mm 596 Long pattern W.C. pan size of 580 mm 597 Orissa pattern W.C. pan size 580x440 mm 598 Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type) 599 Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in- charge 600 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete.10 litre capacity – white 601 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white 602 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete. Semi rigid pipe 32 mm dia / 40 mm dia 603 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 604 Providing and fixing soil, waiste and vent pipes: 100 mm dia Sand cast iron S&S as per IS - 3989 605 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 606 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 75 mm dia meter 607 Sand cast iron S&S as per IS - 1729 608 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 609 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 610 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand): 100 mm dia 611 75 mm dia 612 50 mm dia 613 White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand. 614 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/6 litre (adjustable to 4 litre/ 8 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand. 615 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design. 100x100 mm size P type 616 with common burnt clay (non modular) bricks of class-150 150x100 mm size p type 617 with common burnt clay (non modular) bricks of class-150 618 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 619 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg 620 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions 621 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm internal diameter 622 Square shape 450 mm internal dimension 623 Circular shape 500 mm internal diameter 624 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg 625 Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge 626 Painting letters upto 2.5 cm. size including supply of all materials, labour & tools and plants etc. required for proper completion of the work. 627 As in item 817 above but size above 2.5 cm. but upto 8 cm. 628 As in item no. 817 above 8 cm. but upto 15 cm. 629 Repairing letters upto 2.50 cm. size including supply of all meterials labour and tool and plants etc. required for proper comletion of the work 630 As in item NO. 820 above but size above 2.5 cm. but upto 8 cm. 631 As in item NO. 820 above but size above 8 cm. but upto 15 cm. 632 Painting Border line upto 2.5 cm. wide 633 Painting Border line upto 2.5 cm. to 5 cm. wide 634 Re-Painting Border line upto 2.5 cm. wide 635 Re-Painting Border line upto 2.5 cm. to 5 cm. wide 636 Repainting and relettering number plates on ends of parapets of culverts and bridges and boader line in letters height from 2.5 cm. to 8 cm. with approved enamael paint of superior quality including supply of all materials, labour and T & P etx. required for proper completion of the work. 637 Repainting and relettering of K.M. stones as per IRC design (except 5th km. Stone) with approved enemal paint of superior quality including supply of all materials, labour and T & P etc. required for proper completion of the work. 638 As in item 832 above but 5th km. stone 639 As in item 832 above but 200 H.M. stone 640 Varnishing /Painting on chair /side rack with stand and such other items including all matrial labour T&P etc. complite for proper completion of the work. 641 Varnishing /Painting on Double bed including all matrial labour T&P etc. complite for proper completion of the work. 642 Varnishing /Painting on Singal bed/ Sofa/ Dining table including all matrial labour T&P etc. complite for proper completion of the work. 643 Cutting and repairing of walls or windows for fitting of window type A.C. inculding wooden bidding after fixing. 644 White washing and hirmichi washing of culverts and trees upto a distance of 5 M. from the edge of black top in three bends of 1 width at a height of 1 M. from the crown of the road on either side of road. including supply of all materials, labour, T & P etc. required for proper completion of the work. 645 (a) Same as above but with departmental labour 646 Retro-Reflectorised Traffic Signs Direction and place identification signs up to 0.90 sqm Size BoardProviding and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 647 Direction and place identification signsMore then 0.90 sqm Size Board Providing and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 648 Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 649 Retro Reflective Signs (Type-IV Sheet) for both side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 650 Retro Reflective Signs (Type-IV Sheet) for both side ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 651 Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 652 b) 60cm equilateral triangle with diffinitation plate size (20cm x 60cm) 653 c) 60 cm Circular with diffinitation plate (20 cm x 60 cm) 654 d) 80mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 655 e) 60mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 656 f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm) 657 g) 90 cm high octagon 658 h) 50 x 60 cm single chevron 659 i) 155 x 60 cm Double chevron 660 j) 30 x 90 cm (Left/Right) Object Hazard 661 k) 45 x 90 cm two way Object Hazard 662 l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing 663 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work. 664 Supply, fixing and hoisting of 6.00-7.00 m. spanCantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work. 665 Supply, fixing and hoisting of 12.00 - 15.00 M span Overhead Structure in position with two vertical posts of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners & two nos.10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal, vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structural design requirements and approved drawing with vertical and lateral clearance given in clause 802.2 and design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of the work. 666 Reflective Raised Pavement Marker Providing and fixing of raised 667 Reflective Raised Pavement Marker with shanks Providing and 668 Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing Concrite / brick work with 16 Nos Fastner/ screw as per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. 669 Providing & fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty,etc all T&P/machine material and labour required for proper completion of work. 670 Supply & fixing of Bollard (Double side) Made out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd. fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of work. 671 Metal Beam Crash Barrier 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 672 Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2.0 m high, 1.5 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete 673 TREE PLATE S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work. 674 Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. I st Km. 675 2 nd Km. 676 3 th Km. 677 4 th Km. 678 5 th Km. 679 6 th Km. 680 7 th Km. 681 8 th Km. 682 9 th Km. 683 10 th Km. 684 11 th Km. 685 12 th Km. 686 13 th Km. 687 14 th Km. 688 15 th Km. 689 16 th Km. 690 17 th Km. 691 18 th Km. 692 19 th Km. 693 20 th Km. 694 21 th Km. 695 22 th Km. 696 23 th Km. 697 24 th Km. 698 25 th Km. 699 26 th Km. 700 27 th Km. 701 28 th Km. 702 29 th Km. 703 30 th Km. 704 31st to 75 Km. 705 76st to 100 Km. 706 100st to 200 Km. 707 As in item (231) above but for cement, steel or other materials : Ist Km. 708 2nd and 3rd Km. 709 4th and 5th Km. 710 6th to 10th Km. 711 11th to 20th Km. 712 21st to 30th Km. 713 31st to 50th Km. 714 51 to 75 Km. 715 76th to 100 Km. 716 101st to 200 Km. 717 201st to 250 Km. 718 As in item (231) above but for tar, bitumen Asphalt, Mobile oil or other such materials 1st Km. 719 2nd and 3rd Km. 720 4th and 5th Km. 721 6th to 10th Km. 722 11th to 20th Km. 723 21st to 30th Km. 724 31st to 50th Km. 725 51st to 75 Km. 726 76th to 100 Km. 727 101st to 200 Km. 728 201st to 250 Km. 729 Cartage of brick/stone ballast, kankar coal shingle or sand etc. by head load upto 90 metres (3 chains) including loading and unloading but excluding stacking 730 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (a) Loading 731 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (b) Unloading 732 Unloading of cement, tar or bitumen drum lighter steel sections and other such materials from wagons and stacking the same on platform. 733 As in item No. 236 (a) above but for heavy articles like joist etc. machinery and unwieldly structures 734 Stacking of bricks on edge in row of two to a height of ten brick and in a length of 100 bricks after dressing levelling of the site as required where bricks are to be stacked. 735 Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked. 736 237 (a) above but when the materials are either cement / steel. 737 Loading of cement, tar or bitumen drums, lighter sections of steel and other such materials into wagons. 738 As in item 238 (a) above but for heavy articles like joist, machinery and unwieldly structures. 739 Cartage of R.C.C. Hume pipe 30cm. to 46cm. dia and 1.8 meter to 2.5 metre in length (including collars for which nothing extra will be paid ) including loading and unloading. 1st Km. 740 2nd and 3rd k.m. 741 4th and 5th k.m. 742 6th to 10th k.m. 743 11th to 20 th k.m. 744 21st to 30 th k.m. 745 31st to 50 th k.m. 746 51st to onward k.m. 747 As in item No. 239 (c) above but for R.C.C. Hume pipe 50 to 95 cm. dia and 1.8 meter to 2.5 meter in length carriage to be done by truck or by thela. 1st Km. 748 2nd and 3rd k.m. 749 4th and 5th k.m. 750 6th to 10th k.m. 751 11th to 20 th k.m. 752 21st to 30 th k.m. 753 31st to 50 th k.m. 754 51st to onward k.m.
Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
24.
Public Administrative Department #11258632 AOC
Tender For Providing And Fixing Of Spares For Ht, Lt, Apfc, Starters, Other Panels And Repairing Of Various Equipment And Electrical Installation For Gangapur Dam Pumping Station, Booster Pumping And Various Tp Of Nmc.-1 P/F digital ammeter for measuring current 2 P/F digital voltmeter for measuring voltage 3 P/F multifunction meter 4 P/F selector switches for voltmeter & ammeter 5 P/F light emitting diode type indicator 6 P/F switch disconnector fuse (SDF) a 100A. b 200A. c 300A. d 400A. e 630A. f 800A. 7 P/F moulded case circuit breaker (MCCB) a Up to 100A. b 200A. c 250A. d 315/400A. e 600 / 630A. f 800A. 8 P/F MCB a 6A to 32A b 40A to 63A. c P/F One way distribution board suitable for MCB 9 P/F Busbar chamber with triple pole neutral aluminium bus bar a 100A. b 200A. c 300A. d 400A. e 630A. f 800A. 10 P/F DOL starter a Up to 7.5HP. b Up to 10HP. 11 P/F street light bracket complete 12 P/F FRP box on pole/wall complete a 150mm x 125mm x 100mm, 2.7 mm thick b 250mm x 200mm x100 mm, 2.7 mm thick c 300mm x 200mm x125 mm, 2.7 mm thick 13 P/F LED 22W tube light fitting (4 feet) with aluminium housing, heat sink, integrated HF electronic driver complete 14 Providing and filling Transformer oil 15 Point wiring in PVC trunking (casing-capping) with (2+1E) copper wire, modular type switch, earthing and required accessories 16 Point wiring for independent plug in PVC trunking (casing capping) with (2+1E )FRLSH grade copper wire, modular type switch, earthing and required accessories 17 P/F mains with 2 X 2.5sq.mm 1.1KV grade copper PVC stranded/solid wire complete (2 core, 71+36(1 core earthing)=107/- ) 18 Supplying and erecting PVC trunking (PVC casingn- capping) of size 25mm with accessories on wall/ceiling 19 P/F half round 15cm dia RCC hume pipe with necessary back filling etc complete 20 Providing and spreading stone metal 25mm size for 100mm depth above the ground level. 21 P/F three phase heavy duty power capacitors in suitable banks with voltage rating 440V, 50Hz 22 Providing and laying Aluminium conductor 3.5 core XLPE/PVC armoured 1.1KV grade cable a 25sq.mm b 35sq.mm c 50sq.mm d 70sq.mm e 95sq.mm f 120sq.mm g 150sq.mm h 185sq.mm i 240sq.mm j 300sq.mm k 400sq.mm 23 Providing and laying Aluminium conductor 1 core XLPE/PVC armoured 1.1KV grade cable a 1 Core, 630sq.mm b 1 Core, 800sq.mm c 1 Core, 1000sq.mm 24 Providing and laying Aluminium conductor 4 core XLPE/PVC armoured 1.1KV grade cable a 4sq.mm b 6sq.mm c 10sq.mm d 16sq.mm 25 Providing and laying Aluminium conductor 2 core XLPE/PVC armoured 1.1KV grade cable a 4sq.mm b 6sq.mm c 10sq.mm 26 Providing and laying copper conductor 2.5sq.mm XLPE/PVC armoured 1.1KV grade cable a 2 Core, 2.5sq.mm b 3 Core, 2.5sq.mm 27 P/L flexible PVC sheathed submersible type copper cable. a 4 core 2.5 sq mm b 4 core 4 sq mm c 4 core 6 sq mm d 4 core 10 sq mm e 4 core 16 sq mm f 4 core 25 sq mm g 4 core 35 sq mm 28 Providing and laying Alu. conductor 3 core, XLPE /PVC 3.3KV armoured cable a 70sq.mm b 95sq.mm c 120sq.mm d 150sq.mm e 185sq.mm f 240sq.mm g 300sq.mm h 400sq.mm 29 P/F heat shrinkable outdoor termination kit for 3.3Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-120sq.mm b 150-185sq.mm c 240-400sq.mm 30 P/F Heat shrinkable indoor termination kit for 3.3Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-120sq.mm b 150-185sq.mm c 240-400sq.mm 31 P/F Heat shrinkable straight through joint kit for 3 core, 3.3Kv (E) XLPE HT cable etc complete a 70-120sq.mm b 150-185sq.mm c 240-400sq.mm 32 Providing and laying Aluminium conductor 3 core, XLPE/PVC 11KV armoured cable a 95sq.mm b 120sq.mm c 150sq.mm d 185sq.mm e 240sq.mm f 300sq.mm 33 P/F heat shrinkable outdoor termination kit for 11Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-95sq.mm b 120-185sq.mm c 240-300sq.mm d 400sq.mm 34 P/F Heat shrinkable indoor termination kit for 11Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-95sq.mm b 120-185sq.mm c 240-300sq.mm d 400sq.mm 35 P/F Heat shrinkable straight through joint kit for 3 core, 11Kv (E) XLPE HT cable etc complete a 70-95sq.mm b 120-185sq.mm c 240-400sq.mm 36 Providing and laying Alu. conductor 3 core, XLPE / PVC 33KV armoured cable a 95sq.mm b 120sq.mm c 150sq.mm d 185sq.mm e 240sq.mm f 300sq.mm 37 P/F heat shrinkable outdoor termination kit for 33Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a up to 70sq.mm b 95-150sq.mm c 185-240sq.mm d 300-400sq.mm 38 P/F Heat shrinkable indoor termination kit for 33Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a up to 70sq.mm b 95-150sq.mm c 185-240sq.mm d 300-400sq.mm 39 P/F Heat shrinkable straight through joint kit for 3 core, 33Kv (E) XLPE HT cable etc complete a up to 70sq.mm b 95-150sq.mm c 185-240sq.mm d 300-400sq.mm 40 P/F Heat shrinkable straight through joint kit for flexible PVC sheathed submersible type copper cable. a 4 core 2.5 sq mm b 4 core 4 sq mm c 4 core 6 sq mm d 4 core 10 sq mm e 4 core 16 sq mm f 4 core 25 sq mm g 4 core 35 sq mm 41 P/F HT capacitor suitable for 3.3KV in suitable banking 42 Making fabrication work using 16 gauge metal sheet with bending, cutting, drilling and welding complete 43 Powder coating in siemens gray colour 44 Making Iron work for fabrication with bending, cutting, drilling and welding complete 45 Epoxy painting on both side of approved colour shade of provided iron work 46 P/F GI strip of suitable size 47 P/F M.S. stand for fire bucket 48 P/F Wall hook for fire bucket 49 P/F G.I fire bucket 9Lit 50 P/F Instruction chart 51 Pair of rubber hand gloves 52 Supplying and erecting fire extenguisher 4.5Kg 53 P/F High voltage insulating Electromat confirming to IS 15652 :2006 a Suitable for 3.3KV. b Suitable for 11KV. c Suitable for 33KV. 54 Providing and laying double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete a 50 mm b 75 mm c 90 mm d 120 mm e 160 mm f 175 mm g 200 mm 55 P/F Flood light LED fitting for street light a 50W b 70W c 100W d 120W e 155W f 195W 56 P/F aluminium PVC unarmoured cable 2 X 6sq.mm of 1.1kv grade 57 P/F mini feeder pillar triple pole with 200A MCCB as incomer etc complete 58 P/F mini feeder pillar triple pole with 300A MCCB as incomer etc complete 59 P/F fencing of section having size 2450 mm in height from ground level and 1200 mm width with angle iron frame work complete 60 P/F double leaf hinged door each 1500 mm in width x 1850 mm in height using B class, GI pipe with angle iron supports, chain link wire meshcomplete 61 P/F 50 x 50 x 6mm angle iron corner support 0.5m away from fence support fixed etc. 62 Providing and fixing ultra violet storage type water purifier (RO+UV+UF) with softener for safe drinking water consisting of UV germicidal tube of 8W capacity choke made of copper wire and two indicator lamps 63 P/F analog Ammeter for measuring current 64 P/F analog Voltmeter for measuring voltage 65 Providing and laying XLPE armroured cable for 3.3KV with ISI mark 1 core 630 sq.mm. stranded aluminium wire in an approved manner. 66 P/F heat shrinkable outdoor termination kit for 3.3Kv (E) XLPE HT cable erected and connected the supply with insulated sleeves,additional lugs nut bolts for 1 x 630 sqmm cable with HT testing site etc complete 67 P/F programmable logic controller for Thyristor logic KPOPF – 406 – T. 68 P/F Injector module for Thyristor logic KPIPF 406 – T. 69 P/F Zero switching module for Thyristor logic KPZPF – 406 – T. 70 P/F current generator 440V, 50Hz, for final compensation of real time PFC after basic compensastion using programmable logic controller, relay module, ZCS control thyristor units with its software, hardware, power and control cabling etc complete. a Up to 42A b 42A to 56A c 70A to 105A. d 112A to 140A 71 P/F ROM-51 memory controller with accessories along with routine software program for Thyristor logic. 72 P/F ROM-51 memory controller with accessories along with routine software program for zero switching logic. 73 P/F voltage transformer with 11V, 18-0-18V, 22V, 8V secondary. 74 P/F output module for soft starter-KPOSS-306. 75 P/F proportional Integral card with operational amplifier KPISS-306. 76 P/F analog to Digital converter ATD-09. 77 P/F MCR-31 Main controller with accessories. 78 P/F 7-Segment common anode display controller DSP-79 with accessories. 79 P/F RAM-64 memory unit with accessories. 80 P/F ROM-SS-64 memory unit with accessories along with routine software program. 81 P/F ROM-SS-51 memory unit with accessories along with routine software program 82 P/F flat band cable set 26pin. 83 P/F flat band cable set 20pin. 84 P/F glass type relay O/E/N RL-24. 85 P/F 2A fuse box of EI for power supply (20Nos). 86 P/F 2A glass fuse base open type FBO. 87 P/F tertiary current transformer 88 P/F PLA relay 24D 1NO RDRL-24. 89 P/F SMPS ripple filter choke 5V DC, 1500mA. 90 P/F 24VDC, 10A Electromechanical relay PLA and snubber. 91 P/F voltage transformer with O/P 6.8V, 11.5V, 22.5V Delta to star. 92 P/F programmable logic controller module for contactor logic KPOPF – 406 – C. 93 P/F injector module for contactor logic KPIPF – 406 – C. 94 P/F relay module for contactor logic KPRLPF – 406 – C. 95 P/F ROM-51 memory controller with accessories along with routine software program for contactor logic. 96 P/F thyristor back to back connected suitable for following starters and Capacitor banks. a 75HP. b 120HP. c 215HP. d 300HP. e 10KVAR f 15KVAR g 20KVAR h 25KVAR i 30KVAR 97 P/F inductor suitable for following Capacitor banks. a 10KVAR b 15KVAR c 20KVAR d 25KVAR e 50KVAR 98 P/F electrical contactors. a 32A. b 40A. c 70A. d 110A. e 200A. f 300A. g 400A. h 650A 99 P/F main contact kit for power contactor. a 32A. b 40A. c 70A. d 110A. e 200A. f 300A. g 400A. h 650A 100 P/F HRC fuses. a 40A. b 50A. c 63A. d 100A. e 125A. f 160A. g 200A. h 250A. i 315A. j 400A. k 630A. l 800A. 101 P/F fuse bridges. a Up to 32A. b 63A. c 160A. d 250A. e 800A. 102 P/F change over switches. a 63A. b 125A. c 200A. d 250A. e 315A. f 400A. g 630A. h 800A. i 1000A. 103 P/F timers. a ET-100. b Star-Delta. 104 P/F FASD starter. a ML2 b ML3 c ML4 105 P/F energy efficient street light fitting using 36W CFL lamps complete. 106 P/F 11KV HT fusegear for fuse switch unit of CGLucy 107 Actuator control unit. a P/F forward / reverse contactor b P/F over load relay. c P/F contact kit 108 Providing and laying copper conductor 12 core 2.5sq.mm XLPE/PVC armoured 1.1KV grade cable 109 P/F electronic control unit suitable for up to 175HP, control Supply 240V AC, Power Suply 415V AC, with all test and trials complete. 110 P/F electronic control unit suitable for up to 300HP, control Supply 240V AC, Power Suply 415V AC, with all test and trials complete. 111 P/F limit Switch for gate 112 P/F 10 Turns Preset. 113 P/F panel accessories such as push button with indicators, NO/NC contact, emergency stop push button, copper lug for control cable, gasket, etc complete. 114 P/F C I pipe type earthing etc complete. 115 P/F 230V, 2 C/O panel mounted relay. 116 P/F single phasing preventer relay 117 P/F single phase, under voltage, over voltage protection relay. 118 P/F oil temperature sensing relay 119 P/F winding protection relay 120 P/F reverse rotation sensing relay 121 P/F Motor protection relay for LT motor 122 P/F Control transformer with protection circuit 123 P/F PVC type earthing chambers with accessories for earthing. 124 Power contactor coil LC-1F 330 125 P/F sequence controller 126 Providing, fixing termination box for submersible pump to ATS starter with bus bar, terminations etc complete 127 Providing and laying 95sq.mm copper conductor 1 core flexible PVC unarmoured 1.1KV grade cable 128 Energy meter panel a P/F Energy meter single phase 230V, 50Hz, 10A supply complete b P/F Energy meter 3 Phase, 4 wire, 50Hz, 100A supply complete c P/F L.T. Current transformer of suitable ratio d Making fabrication work using 16 gauge metal sheet with bending, cutting, drilling and welding complete e Powder coating in siemens gray colour f Control wiring using copper wire, ferrule, lugs, tie saddle, spiral etc complete. g Panel accessories such as hardware, gasket, insulator, panel knob, panel lock for each feeder complete . h Dismantling of old meter panel by disconnecting connections of all cables, etc complete i Installation of new meter panel by fixing meter box, making incoming and out going connection etc complete. 129 Starter Panel a P/F digital ammeter for measuring current b P/F digital voltmeter for measuring voltage c P/F selector switches for voltmeter & ammeter d P/F light emitting diode type indicator e P/F L.T. Current transformer of suitable ratio f Providing and fixing Main Incommer 63A moulded case circuit breaker g P/F 100A Busbar chamber with triple pole neutral aluminium bus bar h Making fabrication work using 16 gauge metal sheet with bending, cutting, drilling and welding complete i Making Iron work for fabrication with bending, cutting, drilling and welding complete j Powder coating in siemens gray colour k P/F DOL ML 1.5 starter l P/F FASD ML2 starter m P/F FASD ML3 starter n P/F FASD ML4 starter o P/F Over load relay. p Control wiring using copper wire, ferrule, lugs, tie saddle, spiral, etc complete. q Local/remote wiring using copper wire, ferrule, lugs, tie saddle, spiral, etc complete. r Panel accessories such as hardware, gasket, insulator, panel knob, panel lock, bus bar terminals, etc complete. s Dismantling of old starter panel by disconnecting connections of all cables, etc completet Installation of new starter panel by fixing starter panel, making incoming and out going connection etc complete. u Terminations main outgoing cables by using lugs glands etc complete. 130 LT Panel, Changeover Panel, Distrubution Panel, Feeder Panel a Power wiring up to 63A feeder using copper wire, lugs, tie saddle, spiral etc complete. b Control wiring for metering using copper wire, ferrule, lugs, tie saddle, spiral etc complete. c Panel accessories such as hardware, gasket, insulator, backlite, panel knob, panel lock, push button with indicators, heavy duty connectors earthing arrangement, etc complete for following feeders i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A d Dismantling, disconnecting connections of all cables, shifting old panel in godown etc complete of following capacity. i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A e Installation of panel at desired place including loading unloading and transportation of following capacity i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A f Making new terminations of main incoming/outgoing cables, etc complete for following feeders. i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A g Interlocking, forward/reverse, timing and control circuit/star delta circuit etc control wiring using copper wire, ferrule, lugs, tie saddle, spiral, etc complete for one feeder. 131 P/F 3 phase street light timer controller of 60 A per phase rating with in-built relay, timer, protections, display 132 Providing, fixing and testing of HT TOD meter of appropriate class with required accessories along with co ordnation with MSEDCL complete. 133 Providing, fixing and testing of LT TOD meter of appropriate class with required accessories along with co ordnation with MSEDCL complete. 134 P/F Motor protection circuit breaker 135 P/F 3 Phase heavy duty industrial socket. 136 P/F 1 Phase heavy duty industrial socket. 137 P/F and erecting 6mm Polycarbonate multiwall ultravoilet protected sheet for roofing over fabricated steel structure as per detail design, including fixing the Polycarbonate sheet with alluminium angle & Flat anodized & dyed as per approved shade including all water proofing materials, nuts bolts hardware, labour & square pipe, angles, fabrication complete including all hardware etc. as required . (only actual area of polycarborted sheet to be considered for measurements) 138 Making isolation circuit using AB switch / D.O. Set for single pole & converting the cutpoint by dismantling with nessasary material, jumping, earthing along with arrangement of shutdown etc. complete. 139 P/F diesel filling pump for filling diesel in dg sets from store tanks etc complete. 140 P/F meter box for single phase energy meter complete. 141 P/F meter box for three phase energy meter with compartment for mccb/mcb etc complete. 142 P/F of spares for DG control panel a Flush mounted panel meter three phase four wire for frequency etc. b 12V/80AH Battery c 12V/100AH Battery d 12V/150AH Battery e 12 V/180AH Battery f 12V/200AH Battery g Battery water h EPU unit i AVR j AMF Controller k Voltmeter DC l Ammeter DC m Push button n ESR D1 o 12V battery charger p 24V battery charger q Overload relay r Relay s Electronic Timer t Hooter u Connector 143 Reconditioning of transformer a Inspection of distribution transformer on HV and LV side b Dismantling the distribution Transformer from the plinth / foundation c Providing and filling Transformer oil d Painting of transformer using smoke gray paint complete e Providing and rewinding of copper material for HT coils f Heating of core and winding, including removing of moisture etc complete g Providing oil arresting sheet for low tension side of R Y B studs, 5mm thick properly fitted in the studs of transformer. h Providing oil arresting sheet for top cover of oil chamber, LT connection box, oil tank etc parts ,5mm thick properly fitted in the top cover and nut bolts of transformer i Providing R Y B stud bushings over the oil arresting sheet on the studs of transformer . j Reinsulation by high quality uniform covering throughout of 11KV windings using accessories complete k Reinsulation by high quality uniform covering throughout of 415V windings using accessories complete l Repairing and servicing of tap changer of transformer m Transformer oil filtration n Changing silica jel of breather and adding breather oil. o Loading, unloading and transportation of transformer. p Attendance, engineering charges for connection of HT/LT cables and giving satisfactory test & trials of transformer complete 144 P/F Analog input module AI 2xI, 4-wire transmitter (+/-20 mA /13 bits+sign, 4 mA to 20 mA/13 bits), standard 145 P/F Analog input module AI 4xI, 2wire- MU(4..20mA), standard 146 P/F Digital output module DO 8xDC24V/0.5A, supports isochrone mode 147 P/F Power module PM-E for electronic modules, 24 VDC, with diagnostics 148 P/F Digital input module DI 8xDC24V, supports isochrone mode 149 P/F IM151-8PN/DP central processing unit work memory 192KB; 0.06ms/1000 instructions; PROFINET connection; S7 communication (loadable FBs/FCs); PROFINET IO-Controller; supports RT/IRT; PROFINET interface and 3 ports; MRP; PROFINET CBA; PROFINET CBA-Proxy; transport protocol TCP/IP, 150 P/F Communication module with a serial interface (RS232, RS422 or RS485) and Modbus master log with 8 byte I/O interface 151 P/F Communication module with a serial interface (RS232, RS422 or RS485) and Modbus slave log with 8 byte I/O interface 152 P/F Programmable logic controller 1769 TW Digital input module 32 point. 153 P/F Programmable logic controller 1769 Analog input module 8C 0-10V 0-20 154 P/F Programmable logic controller 1769 Digital output module 32 point. 155 P/F Programmable logic controller 1769 Power unit. 156 P/F Programmable logic controller 1769 Compact I/O to DSl module. 157 P/F Programmable logic controller 1769CMPAC Logix processor ethernet 2MB 158 P/F Programmable logic controller 1969 Endcap right. 159 P/F Laser printer Spares for VCB 160 P/F closing coil assembly- 4VC49-110 161 P/F tripping coil assembly- 4VC49-106 162 P/F micro switch 163 P/F breaker auxiliary switch 164 P/F spring charging motor 165 P/F closing shaft with spring. 166 P/F tripping shaft with spring. 167 P/F charging handle assembly 168 P/F pinion gear assembly 169 P/F spur gear assembly 170 P/F bridge rectifier 171 P/F spring for tripping catch 172 P/F tripping catch assembly 173 P/F closing catch assembly 174 P/F driving rod assembly 175 P/F nut assembly 176 P/F cam shaft assembly 177 P/F vacuum interrupter Spares for VC 178 P/F closing coil assembly for VC 179 P/F tripping coil assembly for VC 180 P/F 2 Pole auxiliary switch 181 P/F micro switch 182 P/F bridge rectifier 183 P/F vacuum interrupter 184 P/F contact shroud assembly 185 P/F PDS assembly- 4VC19-0027/01 186 P/F shutter assembly- 3VB79-310/04 187 P/F 5 pole auxiliary switch- J309-022 HT Panel Spares 188 P/F moulded contact shrouds- 1VB79-0009/04 189 P/F shutter assembly- 3VB79-0087/02 190 P/F push button- green button with spring. 191 P/F push button- red button with spring. 192 P/F PDS assembly- with fixing nut bolt- 4VC19- 0027/03 193 P/F insulated stud assembly 194 P/F flexible jumper with fixing bolt- 3VC19-0009 195 P/F coupling 196 P/F bus conductor- upper- 4VC13-0002 197 P/F bus conductor- lower 198 P/F top cover for U barrier- 4VC19-0117/01 199 P/F 16 Pin plug with socket- 4VC46-0303 200 P/F PT fuse 201 P/F voltage transformer (PT) of suitable Ratio secondary 110VAC and suitable class: 202 P/F current transformer (CT) of suitable ratio secodary 5A and suitable class. 203 P/F TNC switch 204 P/F local remote switch 205 P/F PVC shroud- CT/PT/CR surg 206 P/F PVC shroud- 630A 207 P/F contact shroud for PT. 208 P/F rubber gasket for door 209 P/F bushing plate- VCB 210 P/F control fuse with assembly, 440V 211 P/F loose vacuum contactor [Electrically held] type JVE1-604. 212 P/F loose vacuum Contactor for soft starter MVC400D, 400Amp, 3.3KV, 2P, Control supply 220VDC, Solenoid type, with 3 economy resistance- CVC0004, 213 P/F electronic timer suitable in HT starter. 214 P/F Over current, Earth fault relay and short circuit protection relay and retrofitting if required. 215 P/F Under voltage/ Over voltage protection relay and retrofitting if required. 216 P/F Master trip relay and retrofitting if required. 217 P/F Trip circuit supervision relay and retrofitting required. 218 P/F auxillary relay for contact multification RE-300 Aux supply: 110V AC / DC 219 P/F auxiliary contactor for vaccum contactor operation 110VDC with resistor complete. 220 P/F limit switch for service & test position 2 Pole. 221 P/F tripping relay VAJH 3NO + 1NC, 110VDC 222 P/F selector switch for HT panel 223 P/F breaker operated switch 10 pole, 5NO + 5NC. 224 P/F power pack unit Input: 110V AC, Output: 110VDC 225 P/F On line UPS pure sine wave with standard features a 1KVA b 2KVA c 3KVA d 6KVA e 10KVA 226 P/F SMF battery a 12 V/17Ah -18Ah b 12 V/26Ah c 12 V/42Ah d 12 V/65Ah e 12 V/100Ah 227 P/F fixed resistor 1000 ohms. 228 P/F safety switch for VC HRC fuse P/F blow pole 1C/O 229 P/F connecting rods for safety switch 230 P/F safety switch for VC trunk Interlock 2 Pole NO + 1NC.231 P/F high voltage 3.6KV HBC fuse links for short circuit protection. 232 P/F and giving satisfactory test and trials of 3.3 KV 104Kvar Capacitor panel as per rate analysis. 233 P/F and giving satisfactory test and trials of 3.3 KV 208Kvar Capacitor panel as per rate analysis. 234 P/F MM30 type protection relay Machining and fabrication works for couplling of actuator and valve 235 P/F Universal joint 236 P/F Mounting bracket 237 P/F Flange 238 P/F Coupler 239 P/F Shaft coupler 240 P/F Additional shaft 241 P/F Fastener bolt, hardware, etc accessories 242 P/F 0.6mm GI sheet 243 P/F regular/ standard model Ceiling fan complete 244 P/F ISI mark modular type (two module) electronic step regulator for fan 245 P/F condenser 2.5 micro farad for ceiling fan 246 P/F anchor type fastener fan hook, with 2 nos. of 10 mm dia x 75 mm long with necessary materials for ceiling fan. 247 P/F fan clamp of 30 x 5 mm. M.S. flat of required length and 10 mm. M.S. bolt and nuts erected with necessary hook of 10 mm. M.S. round bar and painted. 248 P/F fan hook of 10 mm. M.S. round bar grouted in RCC slab 249 P/F ‘B’ grade G.I. pipe / M.S. pipe down rod duly painted for fan complete erected with PVC three core flexible cable 1 sq. mm copper PVC wire 250 P/F heavy duty exhaust Fan 251 Refilling of fire extinguisher of by dismantling from site to workshop for refilling which includes removing of existing powder and cleaning the cylinder, delivery pipe , nozzle internally and refilling new powder complete with reinstalling properly at site 252 Dismantalling old rusted perforated type cable tray.253 P/F hot dipped galvanized perforated type cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 100 mm width with necessary coupler plates and hardware in approved manner etc complete. 254 P/F, testing and commissioning split type variable speed Inverter technology room Air conditioning unit 1.5 TR capacity suitable to operate on 250V, 50 cycles, A.C.supply having 1 no of air handling unit hiwall / floor mounting type complete. 255 P/F, testing and commissioning split type variable speed inverter technology room Air conditioning unit 2 TR capacity suitable to operate on 250V, 50 cycles, A.C. supply having 1 no. of air handling unit hi-wall/ floor mounting type complete 256 P/Laying PVC insulated PVC round sheathed 2.5 sq.mm 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV 257 P/F copper pipe suitable for refrigeration system having size 12.7 mm complete. 258 P/F bracket for split type AC 259 P/F copper pipe suitable for refrigeration system having size 15.9 mm complete. 260 P/F Elastomeric Nitrile rubber / foam tube type sleeves for over coating and insulating on provided copper pipes having sizes 12 mm 261 P/F Elastomeric Nitrile rubber / foam tube type sleeves for over coating and insulating on provided copper pipes having sizes 16 mm 262 P/F rigid PVC pipe 20 mm dia.with PVC accessories for drain 263 Carrying out core cutting of size 3 to 5 dia x 15 length in the C.C./rock/stone wall with the help of specialized core cutting machine in proper manner and finishing the site as original. 264 Providing, Installation, Testing and commissioning of borewell type maintenance free chemical earthing comprising of Electrode of 80 mm diameter rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. 265 Providing, Installation, Testing and commissioning of borewell type maintenance free chemical earthing comprising of Electrode of 80 mm diameter rod of Length 1.5m along with 15 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. 266 Providing and making platform by making excavation for foundation, situ cement concrete of M-10, uncoursed rubble masonry of trap, rubble stone soling 15cm to 20dc thick including hand packing and compacting, situ cement concrete of M20 grade trap, steel bar rainforcement of various diameters for RCC work, sand faced plaster externally in cement mortar, etc complete 267 Providing hand drill Machine 268 Providing hand grinder 269 Providing Crimping tool up to 400sq.mm 270 Providing Insulator tester ( Megger ) cranking type having metal body of range 100 Volts 1000 Ohms 271 Providing fix spanner set 12 piece set 6 -32 mm 272 Providing Bi-hexagon Ring spanner 12 piece set 6 - 32 mm 273 Providing screw driver a Screw driver Engineering pattern 6 X 300 mm b Screw driver Engineering pattern 8 X 200 mm c Screw driver Engineering pattern 5 X 200 mm d Screw driver Engineering pattern 5 X 300 mm e Screw driver with green neon bulb line tester 3.6 X 60 mm 274 Providing Multimeter 275 Providing Tong Tester ( Clip on meter ) of range 0- 10-30-100-1000 Amps and 0-300-600 Volts 276 Providing Ball pen hammer with handle 800 gm 277 Providing Hack saw frame 300 mm size with heavy duty blade 278 Providing blower 279 Providing single phase welding machine 280 P/F fixing isolator suitable for 33KV capacity 281 Providing office regular with handle chair 282 Providing fabricated powder coated rack 283 Providing computer table 284 Providing 18 compartment steel clothes locker with powder coating, locking arrangement, etc complete. 285 Providing regular office wooden table 286 Providing wooden chair 287 Providing and fixing Openable Steel Storage of 750 x 450 x 2100Ht, with 4 adjustable shelves, Complete body & shutter made in 0.8mm thick & Top in 2mm thick CRCA, Shutter to be mounted with the help of cuphinges, and adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns 288 Providing and fixing Openable Steel Storage of 750 x 450 x 1200Ht, with 2 adjustable shelves, Complete body & shutter made in 0.8 mm thick & Top in 2 mm thick CRCA, 2 Shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish 289 Providing & Arrangemnt of High Back chair, Synchronized Mechanism with Multiple Locking, Armrest, Gaslift for Seat height adjustment, Standard 5-prong P/Nylon Base with Leatherite Upholstery 290 P/F disc type insulator suitable for 33 KV line complete erected with suitable Hardware on provided cross arms as per IS. 291 P/F pin type insulator suitable for 33 KV line, complete erected with suitable hardware on provided cross arms. 292 P/F G.I. stay set for poles, including loop insulators at inaccessible height complete with anchor plate 300 x 300 x 6 mm., straining screws, G.I. stay wire 7/8 SWG, G.I. stay rod 20 mm x 1.8 meter length and pole clamps duly erected in provided cement concrete foundation. 293 Providing and fixing Nut bolts and Sundries etc accessories 294 Making isolation circuit for all 3 phases and interlocking the same to provide 33KV output from 2 Nos of 33KV input feeders using accessories etc complete. 295 Dismantling the existing old 33KV circuits and all jumps, accessories, etc complete. 296 Providing and fixing safe shade ESE type lighting arrestor system complete with following details. a P/F safe shade ESE type lighting arrestor as per NFC17-102 (2011) UNE 211862011 standards, CPRI tested, area covered 107 Mtr, etc complete. b P/F GI mast 5mtr long wth base plate complete c P/F 6 Digit counter, etc complete d P/F accessories for lightning arrestor, etc complete. e P/F test link box etc complete. f Providing, laying and terminating single core 35sq.mm copper flexible cable for earthing 297 Providing and making overhead cablling works for clarifier bridge slipring a P/F slipring b Providing and laying copper conductor 1.5sq.mm X 4 core XLPE/PVC 1.1KV grade cable c P/F hardware, bobbin, anchor fastners, cork sheet etc accessories for slipring fixing works. d P/F GI wire of high purity of different sizes used for earthing. e P/F attachment to slipring for entering cable from top using GI pipes, coupling, flange, bend, by machining and threading the components so that cable will remain fix when clarifier is rotating. f Making arrangement using provided GI wire, bobbins to carry the provided cable overhead from filter to clarifier. g Making terminations for slipring main panel, clarifier panel, etc.Part B- Annual maintenance contract 1 Servicing and overhauling of APFC panels. A Servicing of APFC panel by making terminations of power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, tightening all connections, changing hardware, insulator, gasket, replacing provided blown fuses, fuse base, indicators and other parts as required in engineering manner for each bank complete as follows. a Control feeder for 1 to 5KVAR bank. b Control feeder for 5 to 10KVAR bank. c Control feeder for 10 to 20KVAR bank. d Control feeder for 20 to 30KVAR bank. e Control feeder for 30 to 50KVAR bank. B Servicing of main programmable logic controller injector module, ZCS module, by correcting dry solder, calibrations of three phase voltage, currents, all parameters, power supplies, tightening all connections, adjusting preset values to maintain unity power factor, checking transformer voltages, current ratios, checking of panel & cleaning of panel complete. 2 Servicing and overhauling of soft starters. Servicing of contactor by changing provided contact kits, coil, terminations, control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches, servicing of analog card, digital card, display card, correcting dry solder, calibrations of three phase voltage, currents, all parameters, power supplies, adjusting preset values, checking transformer voltages, current ratios, termination of incoming outgoing cables as required. Also tightening of connections, cleaning of panel complete. a 70 to 90HP. b 90 to 120HP. c 120 to 150HP. d 150 to 215HP. e 215 to 300HP. f 300 to 1000HP 3 Servicing and overhauling of starters. Servicing of contactor by changing provided contact kits, coil, terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, push buttons, voltmeter, ammeter, selector switches checking oil level and top up, auto transformer links, termination of incoming outgoing cables as required. Also tightening of connections, setting of timers and cleaning of panel complete. a 3 to 7.5HP. b 7.5 to 12.5HP. c 12.5 to 20HP. d 20 to 30HP. e 30 to 50HP. f 50 to 70HP. g 70 to 90HP. h 90 to 120HP. i 120 to 150HP. j 150 to 215HP. k 215 to 300HP. 4 Servicing and overhauling of distribution panels. Servicing ,repairing of distribution panels by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, provided indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections of feeders of following capacity. a Up to 32A b 32A to 63A c 63A to 100A d 100A to 150A e 150A to 200A f 200A to 250A g 250A to 400A h 400A to 630A i 630A to 800A j 800A to 1000A k 1000A to 1250A l 1250A to 1600A 5 OCB to MCCB conversion. Dismantling output starter’s cable terminated to OCB, dismantling incoming and outgoing bus bar of OCB to main LT panel, dismantling OCB from main LT panel properly. Making iron frame for fitting of MCCB. Fitting of MCCB in main LT panel with proper hardware, covering the front open portion with 16SWG MS sheet with adjusting slot for MCCB handle. Terminating the R Y B connection of MCCB with main LT panel’s bus bar using appropriate rating of copper flexible cable and proper copper lugs. Reconnect the output’s starter cable to MCCB, taping all power connections, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches. Replacing indicators and other parts as required. Cleaning of panel, tightening of all connections. 6 Servicing and overhauling of actuator electrical control module. Servicing of actuator electrical control module by servicing of contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 7 Callibrating all presets/sensor for gate/screen with open/close and electronic indication system. Checking control wiring for remote and local operation, adjusting limit switches with proper close and open, giving satisfactory test and trials of remote and local system etc complete. 8 Servicing and overhauling of alum mixer control module. Servicing of alum mixer module by servicing of SFU, servicing contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 9 Servicing and overhauling of chlorine plant control module. Servicing of chlorine plant module by servicing of SFU, servicing contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 10 Servicing and overhauling of clarifier control module. Servicing of clarifier module by servicing of breaker, servicing contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 11 Servicing and overhauling of HT substation. a Servicing and overhauling of 4 pole structure, servicing air break switch by polishing contacts, applying jelly to contacts, alignment of AB switch, servicing and overhauling of D.O. set by polishing hansa and punja, applying jelly to all hansa and punja, changing fuse link tightening of connections, changing hardware, changing ACSR jumper links by properly lugging and binding using alkathene pipe. HT taping of connections, checking of insulators, insulation test of total installation and earth test of earthing pits. b Cleaning of substation area, painting of 4 pole structure , fencing and gate using aluminium paint and scraping old paint. Painting of transformers using AD gray paint and scraping old paint. 12 Servicing and overhauling of 33KV H.T. Substation at Gangapur Dam pumping station. a Servicing of air break switch by polishing contacts, applying jelly to contacts, alignment of AB switch, tightening connections, changing hardware, etc complete. b Painting of gantry structure for air break switch by cleaning all poles channels using aluminium paint 3 coats. c Servicing of D.O. set by polishing hansa and punja, applying jelly to hansa and punja, tightening connection, changing hardware and fuse wire, etc complete. d Painting of gantry structure for D.O set by cleaning all poles channels using aluminium paint 3 coats. e Servicing of PT by checking, lugging, tightening HT and earthing connections, checking, tightening secondary connections, measuring voltages at out put for main bus, bus-1 and bus-2. f Painting of gantry structure for main bus PT by cleaning all poles channels using aluminium paint 3 coats. g Painting of gantry structure for PT bus-1 and bus-2 by cleaning all poles channels using aluminium paint 3 coats. h Painting of PT for main bus, bus-1, bus-2 and MSEDCL by cleaning them and using smoke gray paint 3 coats. i Servicing of VCB by checking operating mechanism, alignment, applying jelly to various parts, control wiring, remote local operation, spring charging, insulation tests for main bus, bus-1 and bus-2. j Repairing servicing of control feeder panel for VCB/VC by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections etc complete. k Servicing of CT by checking, lugging, tightening HT and earthing connections, checking, tightening secondary connections, measuring currents at out put for main bus, bus-1, bus-2. l Painting of gantry structure for VCB and CT for main bus, bus-1 and bus2 by cleaning all poles channels using aluminium paint 3 coats. m Painting of VCB for main bus, bus-1 and bus-2 by cleaning them and using smoke gray paint 3 coats. n Painting of CT for main bus, bus-1, bus-2 and MSEDCL by cleaning them and using smoke gray paint 3 coats. o Painting of gantry structure for MSEDCL CTPT structure by cleaning all poles channels using aluminium paint 3 coats. p Painting of gantry structure for cut point by cleaning all poles channels using aluminium paint 3 coats. 16 Repairing of analog input module AI 2xI, 4-wire transmitter (+/-20 mA /13 bits+sign, 4 mA to mA/13 bits), standard 17 Repairing of analog input module AI 4xI, 2wire- MU(4..20mA), standard 18 Repairing of digital output module DO 8xDC24V/0.5A, supports isochrone mode 19 Repairing of power module PM-E for electronic modules, 24 VDC, with diagnostics 20 Repairing of digital input module DI 8xDC24V, supports isochrone mode 21 Repairing of IM151-8PN/DP central processing unit work memory 192KB; 0.06ms/1000 instructions; PROFINET connection; S7 communication (loadable FBs/FCs); PROFINET IO-Controller; supports RT/IRT; PROFINET interface and 3 ports; MRP; PROFINET CBA; PROFINET CBA-Proxy; transport protocol TCP/IP, 22 Repairing of Communication module with a serial interface (RS232, RS422 or RS485) and Modbus master log with 8 byte I/O interface 23 Repairing of Communication module with a serial interface (RS232, RS422 or RS485) and Modbus slave log with 8 byte I/O interface 24 Repairing of Programmable logic controller 1769 TW Digital input module 32 point. 25 Repairing of Programmable logic controller 1769 Analog input module 8C 0-10V 0-20 26 Repairing of Programmable logic controller 1769 Digital output module 32 point. 27 Repairing of Programmable logic controller 1769 Power unit. 28 Repairing of Programmable logic controller 1769 Compact I/O to DSl module. 29 Repairing of Programmable logic controller 1769CMPAC Logix processor ethernet 2MB 30 Repairing of Programmable logic controller 1969 Endcap right. 31 Inhouse Programmable logic controller software devlopment charges. 32 On site commissioning of hardware, testing the complete system, terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, termination of control cables as required. Cleaning of panel, tightening of all connections, etc complete. 33 Servicing and overhauling of programmable logic controller panels complete system. Servicing ,repairing of programmable logic controller panels by checking software routine, debugging software, analysing the ladder diagrams, checking hardware and relay module, terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, termination of control cables as required. Cleaning of panel, tightening of all connections, etc complete. 34 Repairing, servicing of electromagnetic flow meter a P/F main kit PCB b P/F single card c Panel weather proof including internal wiring and components d Service charges e Setting and callibration of flow meter 35 Reparing of On line UPS pure sine wave by dismanteling, trasportation and reinstalling after repairing complete. a 1KVA b 2KVA c 3KVA d 6KVA e 10KVA 36 Servicing of DG control panel by servicing of EPU unit, battery charger, setting of timer, making control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware procured from material list like voltmeter, ammeter, selector switches, connector, MCB, indicators, push buttons. Also tightening of connections and cleaning of panel complete. 37 Servicing and overhauling of battery charger panel Servicing and overhaulling of battery charger panel by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, provided indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections, cleaning of battery terminals, checking battery voltages, battery cable lugs, etc complete 38 Servicing of RO/UV/UF water purifier by changing/cleaning of carbon filter, pre filter, sedement filter candles, cleaning of water purifier etc complete. 39 Repairing in point wiring wiring for light fan instrument with ISI mark 2-1sq.mm, copper wire PVC insulated 1.1KV grade with necessary accessories as required complete. 40 Repairing in power point wiring with ISI mark 2-1.5 sq.mm, copper wire PVC insulated 1.1KV grade with necessary accessories as required complete. 41 Repairing of board with necessary accessories as required complete. 42 Installation of transformer with loading, unloading, transportation 43 Carrying out necessary tests before and after charging transformer upto full load to satisfaction by connecting earthing, incomming and outgoing cables etc complete. 44 Providing minor repairs to existing plumbing system. 45 Providing major repairs to existing plumbing system. 46 Tracing out fault in cable/cable kit/cubical, removing the connection of cable, taking insulation test. After fixing new cable/cable kit, making termination of the cable again taking insulation test and giving satisfactory test and trials, etc complete. 47 Dismantalling temporary hangging wires accessories, etc complete. 48 Chiselling of wall for laying cable / mains, clamping it properly and refilling the broken wall by using POP etc complete. 49 Repairing, servicing of synchronization panel by servicing of contactor by changing provided contact kits, coil, servicing of electronic controller, control relays terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, push buttons, voltmeter, ammeter, selector switches, termination of incoming outgoing cables as required. Also tightening of connections and cleaning of panel complete. 50 Annual Maintenance Contract for Power Genset includes routine check-up visits with following scope of work and all breakdown visits including spares and major repairs throughout the year. A 82.5KVA Gangapur Dam Pumping Station B 140KVA Shivaji Nagar WTP. C 250KVA Dwarka Pumping Station D 250KVA Gopalnagar Pumping Station E 400KVA Chehedi Pumping Station F 400KVA Nasikroad WTP. G 400KVA Gandhinagar WTP. H 400KVA Nilgiribag WTP. I 600KVA Panchavati WTP Scope of worka B check kit (oil filter set, fuel filter set) shall be changed as required. b Engine oil 15W40 suitable for genset shall be changed as required. c Air cleaner element shall be changed as required. d Coolant shall be filled and top up as required. e Checking temperature, removing leakages, checking battery voltage, battery charging voltage, output voltage, frequency, AVR, tappet setting for good performance of genset. f Routine checkup visits should be done monthly. g Apart from above scope of work all major works to be carried out including all spares of generator excluding panel, batteries as and when required through out the year except total engine failure, natural disaster like flood etc. 51 Transformer oil filtration 52 Making trench in soft soil for laying provided cable 53 Breaking bituminous/ concreate road by JCB/Tractor breaker complete. 54 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per drawing or as directed for coping to plinth or parapet, including centering, form work, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required etc. complete. (The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Wooden planks / shuttering will not be allowed) 55 Providing and laying jointless a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C, on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee- LM @ 700 gms/Square Metre and applying 2nd coat of Polydee-LM @ 700 gms/Square Metre and finishing complete. 56 Repairing, servicing of crane panel by servicing forward/reverse contactor. Checking control wiring, adjusting limit switches, giving satisfactory test and trials of control systems etc complete. 57 Dismantling, disconnecting connections of all cables of ATS starters as fer following details. a Up to 80 HP. b 80HP to 200HP c 200HP to 300HP. 58 Erection of ATS starter panel at desired place including loading unloading and transportation and grouting it properly, etc complete as fer following details a Up to 200 HP. b 200HP to 300HP. 59 Annual Electrical inspection, compliance, test reports of earthing, insulation test etc complete for substation. 60 Annual Maintenance Contract for surge arrestor includes routine checkup visits with following scope of work and all breakdown visits including all spares and major repairs throughout the year etc complete. a Checking of surge arrestor pnumatic system by checking valve, pressure gauge, level gauge, solenoid valve, servicing of surge arrestor tank component, giving test and trials of automatic functioning of magnetic level sensors, checking all pressure etc complete. b Checking of compressor piston ring, gasket, shaft, filter, oil seal, oil ring, discharge valve, inlet valve, oil filling/top up and giving satisfactory test & trials of compressor. i Compressor No-1 ii Compressor No-2 c Checking of control panel for surge arrestor unit by checking terminations, power and control wiring, lugs, tie, saddle, ferrules, bus bars, hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches. Cleaning of panel, tightening of all connections etc complete. 61 Repairing servicing of VCB/VC by checking operating mechanism, alignment of contacts, applying jelly to various parts, tightening all connections, polishing contacts, checking auxiliary contacts, closing coils, terminal strips, VCB/VC operation, insulation tests and giving satisfactory test and trial complete. 62 Repairing servicing of control feeder panel for VCB/VC by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections etc complete. 63 Repairing servicing and attending breakdown of CG Lucy unit by checking operating mechanism, alignment of contacts, applying jelly to various parts, tightening all connections, polishing contacts, checking fuses, top up oil level, oil BDV test, CG Lucy operation, insulation tests and giving satisfactory test and trial complete. 64 Servicing of OLTC by checking operating mechanism, alignment, applying jelly to various parts, checking of control panel operations and replacement of provided indicators, switches, control fuses, hardware, insulator, gasket, polishing contacts, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections etc complete.
Contract Date: Jun 10, 2026 Contract Value : ₹ 94.40 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
25.
Housing Urban and Rular Development #11250319 AOC
Tender For To And Fro Transportation, Loading -Unloading, Trial Run, Etc. Of Diesel-Engine And Electric-Motor Operated De-Watering Pumps Of Various Capacities Against Different Ulb In Kma. - 1 Part-I: Smaller Pump 2 Transportation of diesel engineering pumping set/Electro-motor pumping set for Midi RLI of any make/brand with necessary fixture viz. MS bend MS pipe, rubber hose pipe, manifold, surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve priming chamber etc. over pucca /Kancha road from sub- Divisional store to work site excluding loading at the lifting point and unloading at the delivery point. 3 A. For 6 nos diesel Engine (26HP),Carriage by road ,Distance upto 50KM 4 B. For 9 nos Electro-motor (20HP) (a) Carriage by road (i) Distance upto 50KM 5 Transportation of diesel engine-pumping set/Electro-motor-pumping set for Mini RLI of any make/brand with necessary fixture viz. MS bend MS pipe, rubber hose pipe, manifold, surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve priming chamber etc. over pucca /Kancha road from sub- Divisional store to work site excluding loading at the lifting point and unloading at the delivery point. 6 A. For 24 nos diesel Engine (16HP) Carriage by road Distance upto 50KM 7 Loading of Diesel Engine and pumping set of 109 cubic metre per hour (m3/hr)capacity of any make/brand with necessary accessories and fixtures namely M.S. Bend, M.S. Pipes, Rubber Hose, Manifold, Surge Tank, foot valve, nonreturn valve, sluice valve etc. by any means into the following transport at liftingpoint having lead of 100 metres and unloading the same at destination and stacking the materials properly at a distance not exceeding 100 metre complete as per direction of Engineer-in-Charge. 8 For 6 nos 26HP diesel pumps (to & fro) 9 Loading of Electro-motor pumping set of 180 cubic metre per hour (m3/hr)capacity of any make/brand with necessary accessories and fixtures namely M.S. Bend, M.S. Pipes, Rubber Hose, Manifold, Surge Tank, foot valve, nonreturn valve, sluice valve etc. by any means into the following transport at liftingpoint having lead of 100 metres and unloading the same at destination and stacking the materials properly at a distance not exceeding 100 metre complete as per direction of Engineer-in-Charge. 10 For 9 nos 20HP electric pumps (to & fro) 11 Loading of diesel engine and pumping set of 175 cubic metre per hour (m3/hr) capacity of any make/brand with necessary accessories and fixtures namely M.S. Bend, M.S. Pipes, Rubber Hose, Manifold, Surge Tank, foot valve, nonreturn valve, sluice valve etc. by any means into the following transport at liftingpoint having lead of 100 metres and unloading the same at destination and stacking the materials properly at a distance not exceeding 100 metre complete as per direction of Engineer-in-Charge. 12 For 24 nos 16HP diesel pumps (to & fro) 13 Manpower charges for trial run and maintaining of diesel-engine/electric motor-operated pump sets, accessories Fitter. 14 Skilled Head 15 Semi-Skilled Head 16 Un-Skilled Head 17 Supply and pouring of diesel in diesel engine (for trial & commissioning) 18 Supply and pouring mobil in diesel engine (for trial & commissioning) 19 Part-II: Trolley-mounted large pump 20 Hiring of goods vehicle GVW upto 6 MT (excluding fuel) 21 Half day charge extra for above said goods vehicle (excluding fuel) 22 Fuel charge for above said veicles for serial number 11 and 11.01 23 Fuel charge for trial run 24 Hiring of tractor/breakdown van (excluding fuel) 25 Half day charge extra for above said tractor/breakdown van (excluding fuel) 26 Fuel charge for above said trucks for serial number 14 and 14.01 27 Hire charges of movable crane with fuel and manpower having load handling capacity upto 14 MT with the 45 deg moveable arrangement and the boom length 40 feets for loading and unloading of various materials /accessories of water supply works. 28 Extra for above said moveable crane beyond 8 hrs of working 29 Manpower charges for shifting, assemblying, de-assemblying etc.of pumps, accessories etc. 30 Skilled head 31 Unskilled head
Contract Date: Jun 09, 2026 Contract Value : ₹ 17.07 Lakh
Local Bodies No of Bidders 3
West Bengal View Result →
26.
Power #11242531 Price Bid
Tender for Jharkhand Urja Sancharan Nigam Limited Tender Inviting Authority :- General Manager, Transmission Zone-Vi, Deoghar Price Part-Ii E-Nit No. 141/Pr/Jusnl/2026-27 Name Of Work Annual Maintenance Work Of 132/33 Kv Grid Sub Station, Kundhit For The Period From 01.06.2026 To 31.03.2027 (I.E. 10 Months) For F.Y. 2026-27. Name Of The Bidder S/N Description Unit Qty Months Qty. Unit Rate Amount , Supply Of Manpower For Preventative / Routine Maintenance Of Grid Substation As Per Schedule Provided By Engineer In-Charge: - A Skilled ( Electrician / Technician) Mandays 2.0 10.0 20.0 18075.05 361501.0 B Un-Skilled Helper Mandays 2.0 10.0 20.0 13088.1 261762.0 , Supply Of Manpower For Regular Cleaning/ Sweeping Of Control Room Building, Bathrooms, Offices, Stores, Battery Room, Approach Road And Surrounding Areas Etc As Per Direction Of Engineer In-Charge A Un-Skilled Labour Mandays 1.0 10.0 10.0 13088.1 130881.0 , Break Down/Shutdown Maintenance Of Grid Sub-Station :- A Supply Of Emergency Gang With T&P For Work Like Conductor Snapping Of Main Bus Etc. Per Gang 1.0 - 1.0 30286.81 30286.81 30286.81 , Erection, Connection, Testing And Commissioning Of Following Equipments With Crane/Derrick At Site Including Handling The Material/Equipments Carefully At Site Including Labour Charges For All Incidental And Operational Items Of Work (Excluding Cost Of Transportation Charges From Store To Site.) I Erection, Testing And Commissioning Of 33Kv Ct Or Pt Nos. 2.0 - 2.0 2476.86 4953.72 2476.86 Ii Erection, Testing And Commissioning Of 33Kv La Nos. 2.0 - 2.0 1415.52 2831.04 1415.52 Iii Erection Of 33 Kv Vacuum Circuit Breaker Including Cable Termination Nos. 1.0 - 1.0 16511.62 16511.62 16511.62 Iv Erection Of 132 Kv Ct Or Pt Or Cvt Including Cable Termination Nos. 2.0 - 2.0 7549.0 15098.0 7549.0 V Erection Of 132 Kv La Including Cable Termination Nos. 2.0 - 2.0 3302.08 6604.16 3302.08 , Dismantling Of Following Equipments With Crane/Derrick At Site Including Handling The Material/Equipments Carefully At Site Including Labour Charges For All Incidental And Operational Items Of Work (Excluding Cost Of Transportation Charges From Store To Site.) I Dismantling Of 33Kv Ct Or Pt Nos. 2.0 - 2.0 1040.2812 2080.56 1040.2812 Ii Dismantling Of 33Kv La Nos. 2.0 - 2.0 594.5183999999999 1189.04 594.5183999999999 Iii Dismantling Of 33 Kv Vacuum Circuit Breaker Including Cable Termination Nos. 1.0 - 1.0 6934.880399999999 6934.88 6934.880399999999 Iv Dismantling Of 132 Kv Ct Or Pt. Nos. 2.0 - 2.0 3170.5799999999995 6341.16 3170.5799999999995 V Dismantling Of 132 Kv La Nos. 2.0 - 2.0 1386.8735999999997 2773.75 1386.8735999999997 , Supply Of Hydra / Crane (Upto 08 Mt Capacity) As Per Requirement. Add. Hrs. 4.0 - 4.0 1160.0 4640.0 1160.0 , Engagement Of Hydraulic Excavator (Jcb) As Per Requirement & Direction Of E/I , Complete Overhauling Of Cooling Fans Of 50 Mva/ 20 Mva Power Transformer With Supply Of All Materials If Required Any. , Transportation Of Transformer Accessories/ Fittings, Other Gss Equipment, Through Truck / Pickup From Transmission Central Store Deoghar & Other Gss/Sites To Gss Kundhit Including Loading, Unloading Of The Equipment/Materials In Proper Packing (Before Loading) & (After Loading) Upto 3 Mt (I) Upto First 50 Km Trip 2.0 - 2.0 4992.0 9984.0 4992.0 (Ii) 50 Km Distance 500 Km (Rate Per Km) Km 100.0 - 100.0 27.0 2700.0 27.0 , Repair And Overhauling Of 3 Ph Submersible Pump Set Including Cost Of Materials, Lifting & Lay Down Of Submersible Pump From Borewell, Repair Of Water Supply Pipe All Complete Job And Transportation Construction , Testing Transformer Oil By Recognized Laboratory Including Supply Of Sampling Bottle. (These Tests Are Mandatory And Must Be Completed By The End Of December, 2026) :- (I) Bdv Nos. 2.0 - 2.0 1420.0 2840.0 1420.0 (Ii) Dga Nos. 2.0 - 2.0 6930.0 13860.0 6930.0 (Iii) Water Content Ppm Nos. 2.0 - 2.0 1740.0 3480.0 1740.0 (Iv) Contingency (Including Sampling Bottle, Dd Cost To & Fro Charges With Fooding & Lodging) Nos. 1.0 - 1.0 3559.5 3559.5 3559.5 , Supply Of Consumables Viz. Markin Cloth, Cotton Waste, Joute, Distilled Water, Brush, Ht Nuts & Bolts, Patrollium Jelly, Grease, Kerosine, Petrol, Mobil, Wd-40 Rust Remover,... Etc Whatever Required Time To Time For O&M Work Of G/S/S. , Maintenance Of 100Kva Dg Set (Replacement Of Air & Fuel Filter, Gasket Valve Cover, Engine Tube Oil Etc.) , Provision Of Diesel Fuel For 100 Kva Dg Set For Running Of Dg Set. , Air Condition Annual Maintenance Charge With All Spares At 132/33Kv Gss Kundhit By Manufactured Service Engineer A Gas Filling Charge Nos. 4.0 - 4.0 4000.0 16000.0 4000.0 B Annual Maintenance With All Spares Nos. 12.0 - 12.0 8000.0 96000.0 8000.0 , Assessment Of Defects In Battery Chargers And Minor Repairing Sub-Total (A) For Sl. No.- 1, 2 & 3 754144.0 Approximate Increase In Vda During A Year @10% On Sub Total (A) 75414.40000000001 Sub-Total (B) 829558.4 Sub-Total (C) For Sl. No. 3 To 16 394471.94 For S.N. 03 To 16, Rate To Be Quoted By Bidder In % (Percentage) Select Criteria From Below Put Rate In Case Of Above Or Below Select Any One From Criteria : Above/ Below/Estimated Construction Estimated Cost 0.0 Overhead Expenditure For T&P Etc. @ 03% On Sub-Total (B) 24886.75 Contractor Profit On Total (B) @ (To Be Quoted By Bidder In Digit Only Upto Two Decimal Places Only) (Note-Maximum 10% And Not Below Than 0%) 0.0 0.0 Epf Contribution Of Employer@12% On Sub Total (B) 99547.01 Esic Contribution Of Employer @ 3.25% On Sub Total (B) 26960.65 Administrative Charges @ 0.5% On Sub Total (B) 4147.79 Edli (@ 0.5% Of Wages For The Wages Below Than Rs. 15000/- And Maximum To Rs. 75/- For The Wages Above Than Rs. 15000/- Per Manpower Per Month) On Sl. No.- 1, 2 & 3 3659.54 Sub Total (D) 1383232.08 Cgst @ 9% On Sub-Total (D) 124490.89 Sgst @ 9% On Sub-Total (D) 124490.89 Total 1632213.8599999999 Labour Cess @ 1% 16322.14 Gross Total 1648535.9999999998 Say 1648536.0 Amount In Words Note: Bidder Will Fill Their Name And Quote Percentage In Given Format.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jharkhand View Result →
27.
Power #11234424 Price Bid
Tender For Works Contract For Dharapadavedu Section- 1 Excavation Of Pole Pit For Pole Upto 8.00M Length By Using Jcb/Manual 2 Erection Of Rcc, Rec, Psc Poles Upto 8.00M Length By Using Crane / Manual 3 Excavation Of Pole Pit For Pole Above 8.00M Length By Using Jcb/Manual 4 Erection Of Rcc, Rec, Psc Poles Above 8.00M Length By Using Crane / Manual 5 Fixing Of Tapping X-Arm/Guarding X-Arm/V Cross Arm 6 Fixing Of Lt 1 Phase Cross Arm 7 Fixing Of Lt 3 Phase Cross Arm 8 Fixing Of 11 Kv Strain Disc With Metal Parts 9 Fixing Of 11 Kv Pin Insulator/Polymer Pin Insulator 10 Excavation Of Stay Pit Of 4.5 To 5 Depth Using Jcb / Manual 11 Erection Of Stay Set Complete With Fixing Up Stay Wire Eye, Bow, Guy Shackle, Binding Etc.. 12 Paving And Stringing Of Conductors Of Sizes 7/4.09 Mm Acsr Or Other Equivalent Conductor 13 Paving And Stringing Of Conductors Of Sizes Above 7/2.59 Mm Acsr Or Other Equivalent Conductor 14 Paving And Stringing Of Conductors Of Sizes Upto 7/2.59 Mm Acsr Or Other Equivalent Conductor 15 Fixing Of Lt Shackle 16 Fixing Of Lt Pin Insulator 17 Fixing Of Alu Knob 18 Erection Of 11 Kv Single Pole Structure Including Erection Of Dt Complete With Centre Support Including Fixing Of Mcd Box 19 Loading And Unloading Of Distribution Transformer (I) Upto 100 Kva 20 Loading And Unloading Of Line Materials 21 Transporting Of Distribution Transformer/Line Materials From Stores To Office /Site Upto 10 Km Distance By Engaging 1 Ton Capacity Minidor (Lorry) 22 Transportation Of All Type Of Poles By Bullock Cart Or Other Vehicle (For All Sizes Of Poles Including Loading And Unloading) (I) For A Lead Upto 5 Km 23 Transportation Of All Type Of Poles By Bullock Cart Or Other Vehicle (For All Sizes Of Poles Including Loading And Unloading) (Ii) Above 5 Km (3X75 =Rs.225) 24 Dismantling Of Line Materials, Cross Arm, Clamps, Ti Fittings Etc.., 25 Concreting With 1:4:8 Mix Using 40 Mm Jelly Including Curing(Material + Labour) (I) Mass Concreting Of Poles 26 Earthing Of Pole 27 Dismantling Of Conductor Above 7/3.35 Mm Including Closing Of The Pit 28 G.S.T. @18% Should Be Entered By The Bidder Please Enable Macros To View Boq Information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 1
Tamil Nadu View Result →
28.
Power #11234414 Price Bid
Tender For Works Contract For P.K.Puram Section.-- 1 Excavation Of Pole Pit For Pole Upto 8.00M Length By Using Jcb/Manual 2 Erection Of Rcc, Rec, Psc Poles Upto 8.00M Length By Using Crane / Manual 3 Excavation Of Pole Pit For Pole Above 8.00M Length By Using Jcb/Manual 4 Erection Of Rcc, Rec, Psc Poles Above 8.00M Length By Using Crane / Manual 5 Erection Of Rsj Pole 40 Length By Using Crane / Manual 6 Fixing Of Tapping X-Arm/Guarding X-Arm/V Cross Arm 7 Fixing Of Ht/Lt Ti Fittings 8 Fixing Of Lt 1 Phase Cross Arm 9 Fixing Of Lt 3 Phase Cross Arm 10 Fixing Of 11 Kv Strain Disc With Metal Parts 11 Fixing Of 11 Kv Pin Insulator/Polymer Pin Insulator 12 Excavation Of Stay Pit Of 4.5 To 5 Depth Using Jcb / Manual 13 Erection Of Stay Set Complete With Fixing Up Stay Wire Eye, Bow, Guy Shackle, Binding Etc.. 14 Paving And Stringing Of Conductors Of Sizes Upto 7/2.59 Mm Acsr Or Other Equivalent Conductor 15 Paving And Stringing Of Conductors Of Sizes Above 7/2.59 Mm Acsr Or Other Equivalent Conductor 16 Paving And Stringing Of Conductors Of 7/4.09 Mm Acsr Or Other Equivalent Conductor 17 Fixing Of Lt Shackle 18 Fixing Of Lt Pin Insulator 19 Fixing Of Alu Knob 20 Erection Of 11 Kv Single Pole Structure Including Erection Of Dt Complete With Centre Support Including Fixing Of Mcd Box 21 Loading And Unloading Of Distribution Transformer (I) Upto 100 Kva 22 Transporting Of Distribution Transformer From Stores To Office /Site Upto 10 Km Distance By Engaging 1 Ton Capacity Minidor (Lorry) 23 Transporting Of Distribution Transformer From Stores To Office /Site Above 10 Km Distance By Engaging 1 Ton Capacity Minidor (Lorry) (5X75=Rs.375) 24 Loading / Unloading Of Line Materials 25 Transportation Of All Type Of Poles By Bullock Cart Or Other Vehicle (For All Sizes Of Poles Including Loading And Unloading) (I) For A Lead Upto 5 Km 26 Transportation Of All Type Of Poles By Bullock Cart Or Other Vehicle (For All Sizes Of Poles Including Loading And Unloading) (Ii) Above 5Km (5X75 = Rs.375) 27 Transporting Of Conductors Of All Sizes From Road Side To Pit Locations Upto One Km Of Conductor 28 (I) Transporting Of Line Materials From Stores To Office / Site Upto 10 Km Distance By Engaging 1 Ton Capacity Minidor (Lorry) 29 Dismantling Of Conductor Upto 7/3.35 Mm Including Closing Of The Pit 30 Dismantling Of Rcc,Rec,Psc & Metal Pole Of All Sizes Including The Closing Of The Pit 31 Dismantling Of Line Materials, Cross Arm, Clamps, Ti Fitting, Hardwares Etc.., 32 Concreting With 1:4:8 Mix Using 40 Mm Jelly Including Curing(Material + Labour) (I) Mass Concreting Of Poles 33 Earthing Of Pole 34 Resagging Of One Run Of All Size Of Conductor (Ii) 7/3.15 Mm Aaac 7/3.35 Mm Acsr 35 G.S.T. @18% Should Be Entered By The Bidder Please Enable Macros To View Boq Information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 1
Tamil Nadu View Result →
29.
Water Resources and Irrigation #11216226 Price Bid
Tender for Major Head 4711-Plan Major Drainage Work. (5Th Call)Sub Work:- Procurement Of 01 Number Hibious Multi Purpose Dredger. , Supply Commissioning, Testing Of Portable Amphibious Multipurpose Dredger Equipped With Hull Including Four Hydraulic Stabilizers, Excavator Arm, Power Unit Module, Propulsion System, Cabin, Central Pressure Greasing System, Spray Pipe, Manuals And Other Documentation, Side Pontoons (2 Pairs), Cutter Pump P200, Excavating Backhoe Bucket 600 Ltr. (Minimum) With Teeth, Hdpe-Pipeline With Flanges (Dia 225 Mm, Pipe Length 6M) - 17 Pieces, Floaters For Pipeline With Attachment Straps (Dia 160 Mm, 5.5M) - For 90 Meter Pipeline, Dredge Hose (Length 2M, Outside Dia 232 Mm) - 2 Pieces Including Service Crane, Freight And Insurance Cif Major Port, India (Incoterms 2020) And As Per Specifications Including 6 Month Operation And One Year Comprehensive Maintenance Except Lubricant & Fuel Oil. Note: The Rates Are Inclusive Of Basic Cost, Packing, Import/Export, All Type Of Freight, Transit Insurance, Training, Import Duties, Clearing Charges, Stamp Duty, Port Fees, Road Transportation, Gst As Applicable Etc.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Delhi View Result →
30.
Water Resources and Irrigation #11215528 Price Bid
Tender for Repair To Stoplog Gate Of Additional New Bay Along With Repair/Servicing Of Dg Set Installed At Mrc Head Works Akhnoor , Repair To The Stoplog Gate Mechanism Of Additional New Bay Of Size 16Ft X16.5Ft Installed On Mrc Head Works Akhnoor. The Job Is To Be Executed By Way Of Repair To The Electrical Hoist System Of Additional New Bay Gate At Main Ranbir Canal Head Works, Akhnoor By Replacement Of The Burnt Protection Overload Relay And Mnx18 Contactor 1No. Each. Alignment Of Steel Wire Ropes From The Drum Hoists Of The Stop Log Gates Using Hydra Crane And Checking For The Smooth Operation Of The Same.Repairs To The Damaged Ms Ladders Of 2No.S Old Bays By Way Of Extension In Each Bay By Approx.4Ft In Length By Providing/Welding Of Ms Flat Of 50X10mm And 12Mm Ms Bars And Repairs To Steps Wherever Required. Repair To The Trash Rack Of Old Bay No.1 By Way Of Providing/Welding Of The Ms Bars As Per Samples. Job Includes Cost Of Material, Skilled Labour Charges, Hydraulic Crane Charges And Welding Equipment, Transportation Charges Of Material To The Site. Repair/Servicing Of 25 Kva Dg Set By Way Of Draining Out Old Unserviceable Engine Oil After Removing The Drain Plug. Cleaning And Flushing The Engine With The Suitable Cleansing Agent So As To Remove The Deposits Inside The Engine. Tightening Of The Drain Plug Post Engine Flushing. Providing Of The New Suitable Grade Engine Oil 7Ltrs Sae 15W-40 Of Genuine Make. Checking Of Oil Level With Dip Stick. Removing The Oil Filter And Providing/Fitting Of New Filter Of Genuine Make. Loosening The Centre Bolts Of Fuel Filters And Providing/Fitting Of The Primary And Secondary Fuel Filters. Dismantling The Damaged Radiator Assembly From The Engine Body And Shifting It To Workshop For Cleaning And Repairs By Welding The Required Points And Checking For Leakages. Refitting Back The Radiator Assembly At Site. Providing/ Filling The New Coolant 03 Ltrs After Draining The Old Coolant. Cleaning The Batteryterminals By Removing The Damaged Battery Leads, Clamps And Providing/Fitting Of New Leads, Clamps And Applying The Petroleum Jelly After Tightening. Charging The Battery After Adding Required Electrolyte/Distilled Water. Running And Testing Of The D.G. Set On No Load And Then On Full Load For Its Efficient Running And Satisfactory Performance. The Job Comprises Of The Material Cost, The Skilled Labour Charges & Transportation Charges. Providing And Fixing Of 63Amp Change Over Switch On The Wall Near The Control Panel Of The Additional New Bay Regulatory Gatealong With 16Mm2armoured Aluminium Cables 3.5Core Approx. 200M To Be Fitted From Changeover Switch To The Lt Pole Near Government Quarters Of The Irrigation Department.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
31.
Power #11177233 AOC
Tender For The Various Dcw Works And Improvement Works In O And M Perambalur Division; 1 Excavation of Pole Pits for poles upto 8.00m length by using JCB/Manual (1.25 X 0.6 X 1.5M) 2 Excavation of Pole Pits for pole above 8.00m length by using JCB/Manual (1.25x06x1.83M) 3 Excavation of Pole Pits in Hard Soil (common to all size of poles) 4 Excavation of Pole Pits in rocky area (common to all size of poles) by blasting / Manual 5 Excavation of Stay pit of 4.5 to 5 depth using JCB / Manual (0.95 X 0.6 X 1.2 M) 6 Excavation of Stay pit in Hard rock soil (0.95 X 0.6 X 1.2 M) 7 Erection of RCC, REC, PSC poles upto 8.00m length by using Crane / Manual 8 Erection of RCC, REC, PSC poles above 8.00m length by using Crane / Manual 9 Erection of metal supports above 9m / RSJ / Rail Pole/Tubular Poles 10 Erection of stay set complete with fixing up stay wire Eye, Bow, Guy Shackle, Binding etc. excluding stay pit excavation 11 Erection of additional Stay in the same stay rod, excluding excavation of stay pit and burial of stay rod. 12 Fixing of V cross arm 3.5feet 13 Fixing of V cross arm4.5 feet 14 Fixing ofV cross arm5.0 feet 15 Fixing of Fixing of LT S phase cross arm 16 Fixing of Fixing of LT 3 phase cross arm 17 Fixing of Fixing of HT / LT Ti fitting 18 Fixing of Fixing of HT PIN insulator with Pin 11 kv 19 Fixing of HT PIN insulator with Pin 22 kv 20 Fixing of HT PIN insulator with Pin 33 kv 21 Fixing of LT PIN insulator with pin 22 Fixing of HT strain disc 11 KV with Metal parts 23 Fixing of HT strain disc 22 KV with Metal parts 24 Fixing of HT strain disc 33 KV with Metal parts 25 Fixing of Tapping cross arm 26 Fixing of Two Tapping cross arm per cut point upto 33 KV line including fixing of Discs,insulators and Jumpering etc.. 27 Fixing of Top Channel 28 Fixing & erection of Cross bracing 29 Fixing of shackle with Metal parts 30 Fixing of Aluminium knob 31 Fixing of HT LAS (3 Nos.) 32 Paving and stringing of conductors of sizes upto 7/2.59 mm ACSR or other equivalent conductor 33 Paving and stringing of conductors ofabove7/2.59 mm ACSR or other equivalent conductor upto 7/3.35mm ACSR or other equivalent conductor 34 Paving and stringing of conductors of7/4.09mm ACSR or other equivalent conductor 35 Paving and stringing of conductors of7/4.72 mm Dog Conductor or other equivalent conductor 36 Releasing and reerection (resagging) of one run of all sizes of conductor 37 Complete Erection of Double Pole Distribution Transformer structureas per TNEB standard likepole pit excavation & erection, stay pit excavation and erection, feeders arrangement, Open type fuse unit,HT / LT LAS and jumpering, 3 Nos Earth pits with earth trough, concreting,coping, Colour washing of RCC poles, Painting of Structure Materials (including cost of paint(red oxide,Aluminium) and distember), Danger Board fixing etc.. (excludingerection of Distribution Transformer) 38 Erection of11 KV/22 KV single pole Structure includingerection of DT complete with centre support with pole pit excavation & erection, stay pit excavation and erection, feeders arrangement, Open type fuse unit, HT /LT LAS and jumpering, 3Nos earth pits with earth trough, structure earthing complete, concerting,coping, colour washing of RCC poles, painting of structure materials (including cost of paint (red oxide,aluminum)and distermber), danger board fixing etc..(exculding erection of distribution transformer) (Data as per Annexure III) 39 Erection of distribution transformer inculding loading of distribution transformer at stores and erection at structure or vice versa. Upto 25 KVA distribution transformer/metering set. 40 Erection of Distribution Transformer including loading of Distribution Transformer at stores and erection at structure or vice versa. Upto 25 KVA to 100 KVA 41 Failed DT replacement below 100 KVA 42 Failed DT replacement 100 KVA and above 43 Erection of DP structure with stay as per TNEB standard including fixing of top channel, cross bracing, HG Fuse Unit, concreting, painting, colour washing etc., With 11 KV AB switch using all types of poles of size 9.14 m and above length 44 Erection of DP structure with stay as per TNEB standard with 22/33 KV AB switch using all types of poles of size 9.14 m and above lenth including fixing of top channel, cross bracing, HG Fuse Unit, concreting, painting, colour washing etc., 45 Erection of single pole DP with completewith earthing 46 Concreting with 1:4:8 mix using 40 mm Jelly including curing(Material + labour)Mass concreting of poles with coping 0.6MX 0.45MX1.25M 47 Concreting with 1:4:8 mix using 40 mm Jelly including curing(Material + labour)Sleeveconcreting with coping 0.6MX 0.6MX0.3M 48 Concreting with 1:4:8 mix using 40 mm Jelly including curing(Material + labour)Stay concreting with coping 0.3M dia and 0.75 long 49 Earthing of poles with GI wires 4 or 6 SWG by coil earthing 50 Provision of spike with earthing arrangement including material (other than clamps & GI wire ) and fabrication 51 Pipie earthing including excavation of earth pit and fixing earth pipe 3 m length 52 Replacing the corroded earth pipes of transformer structure and replacing the earth wire completely with aluminium lugs for termination 53 Replacement of corroded earth pipe 54 Erection of fourth Earth pipe including earthing 55 Loading& unloading of REC, RCC, PSC pole upto 8.00 m length 56 Loading& unloading of All REC, RCC pole above 8.00 m length 57 Loading of Conductor with ramp 58 Unloading of Conductor with ramp 59 Loading of Iron & Steel 60 Unloading of Iron & Steel 61 Loading of line materials (Including Stacking except conductor drum & scrap material) 62 Unloading of line materials (Including Stacking except conductor drum & scrap material) 63 Loading of 11 KV disc 64 Unloading of 11 KV disc 65 Loading of LT Pin insulator shackle, guy shackle, LT Pin, Metal parts, HT pin etc., 66 Unloading of LT Pin insulator shackle, guy shackle, LT Pin, Metal parts, HT pin etc., 67 Loading of scrap materials 68 Unloading of scrap materials 69 Transportation of all types and sizes of poles and other associated materials from Road side to pole pit and vice versa upto 1.0 KM 70 Transportation of all type of poles by bullock cart or other vehicle (for all sizes of poles including loading and unloading) For a lead upto 5 KM 71 Transportation of all type of poles by bullock cart or other vehicle (for all sizes of poles including loading and unloading) Above 5 KM of lead of every KM 72 Transporting of Distribution Transformer / Line materials from stores to office / site upto 10KM distance by engaging 1 Ton capacity Minidor (Lorry) 73 Transporting of Distribution Transformer / Line materials from stores to office / site Above 10 KM distance by engaging 1 Ton capacity Minidor (Lorry) 74 Provision of guarding with two numbers earth pits excluding stay set erection - gradle guarding including earthing and earth pit excavation without material 75 Dismantling of RCC, REC, PSC & metal pole of all sizes including the closing of the pit 76 Dismantling of stay set complete including stay rod 77 Dismantling of conductor ofupto 7/3.35 including transporting the conductors to the nearest road side and stocking in coils 78 Dismantling of conductor ofabove 7/3.35 including transporting the conductors to the nearest road side and stocking in coils 79 Dismantling of Transformer structure materials complete set and transporting the same from the location to the road side 80 Releasing of LT S ph X Arm with all accessories 81 Relaasing of LT 3 ph X Arm with all accessories 82 Releasing of 3 - 6 V Cross Arm/Tapping channal/GuardingX Arm with all accessories 83 Releasing of 4 - 6 andV Cross Arm with all accessories 84 Releasing of5V Cross Arm with all accessories 85 Releasing of Distn.Tr. Only at field - Upto 25 KVA / Metering set 86 Releasing of Distn.Tr. Only at field- Above 25 KVA and upto 100KVA 87 Dismantling of structure poles 88 Painting of iron poles up to 36 ft length with double coats including cost of paint 89 Painting of iron poles up to 40 ft 200/100 length with double coats including cost of paint 90 Painting of structure materials distribution transformers with aluminium paint of structure poles and writing of transformer details (Paint to be supplied by Department) 91 Labour charges for alteration of back clamp 92 Labour charges for alteration of Stay clamp 93 Providing of holes all size angles/Channel upto 3/4 94 Providing of holes all size angles/Channel above 3/4 95 Clearing of tree branches of coconut tree 96 Clearing of tree branches of Neem, Tamarind, Country tree 97 Clearing of karruvelam 98 Converting pin point into cut point in HT Lines 99 Converting pin point into cut point in LT Lines (single / Three phase) 100 Resagging of lines for all sizes cut point location 101 Set right of leaning poles both HT & LT (Pin point ) 102 Set right of leaning poles both HT & LT ( Cutpoint) 103 Replacement of Guy Shackle only in Existing Stay 104 Replacement of 11KV Polymer Pin Insulator 105 Replacement of 22KV Polymer Pin Insulator 106 Replacement of 33KV Polymer Pin Insulator 107 Replacement of 11KV Disc 108 Replacement of 22KV Disc 109 Fencing of Distribution Transformer Structure at Road side- Fabrication and Erection including all materials (Chain link fencing)
Contract Date: May 26, 2026 Contract Value : ₹ 25.00 Lakh
Boards / Undertakings / PSU No of Bidders 2
Tamil Nadu View Result →
Gujarat View Result →
33.
Power #11168099 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , St Pole 13 M- Is 410 Sp- 72 , Stay Set 16X1800 , Acsr Dog Conductor , Acsr Weasel Conductor , A.B.Cab. L.T. (3X95)+ (1X70)+ (1X16)Sq.Mm , A.B.Cab. L.T. (3X120) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Earth Rod 2540X20 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Composite Polymer Pin Insulator , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Composite Polymer Pin Insulator , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Ms Channel 100X50 Mm , 33 Kv Cross-Arm 100X50 Mm V-Type , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Gi Wire 5 Mm/6 Swg , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Xlpe Cable Box 3X300 , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , 11 Kv Cable Box O/D 3X185sq.Mm , M.S. Angle 75X75x6 Mm , M.S. Angle 65X65x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , Stay Set 16X1800 , Stay Set Gi 20X1800 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , Ms Channel 100X50 Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Cross-Arm 100X50 Mm V-Type , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Disc Fitting 45 Kn (T&C) , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Composite Polymer Pin Insulator , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , Ms Angle 75X75x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection & Fixing Of Single Pole Structure Of Following Pole Of 11 Kv Line Along With X-Arm And Pin Insulator After Digging Of Suitable Pits Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , St Pole 13 Mtrs , Erection Of 11Kv Double-Pole Structure After Digging Of Suitable Pits On Following Pole With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , Erection Of 33Kv Double-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Tri-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Four-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection & Fixing Of 33Kv St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Grouting Of Following St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. , Plain Cement Concrete Pole 8.5 , Plain Cement Concrete Pole 11 Mtr. Long , Stp 13 Mtrs Long , Construction Of T/F Plinth Suitable For 160/250/400 Kva T/F (Size 2X2x1.5 Mtr) After Digging Of Earth And Construction With 14 Bag Cement, Fine Sand, Coarse.Sand, Brick Ballast, 1St Class Bricks 6000, Stone Ballast (40Mm), Ms Channel 125X65mm (54 Kg), Ms Twisted Bar 20 Mm (50 Kg) & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100/250 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , 250 Kva Transformer On Plinth , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Providing And Installation Of Maintenance-Free Chemical Earthing System For 250 Kva Distribution Transformer, Comprising Of Supply And Erection Of Approved Make Chemical Earth Electrode (Gi/Copper Bonded, Of Standard Length And Diameter) Installed In Drilled/Bored Hole Of Required Depth In All Types Of Soil, Including Backfilling With Highly Conductive Earthing Compound (Bfc/Graphite Based) To Achieve Low And Stable Earth Resistance; Providing Separate And Distinct Earthing For Transformer Body, Neutral And Lightning Arrester (If Applicable) Using Required Number Of Chemical Electrodes Interconnected Where Necessary; Construction Of Earth Pit Chamber With Brick Masonry, Plastering And Heavy Duty Ci/Rcc Cover With Provision For Watering/Inspection; Providing And Laying Of Gi Strip (E.G., 50×6 Mm) Or Suitable Copper Strip From Transformer Body, Neutral Point And La To Respective Earth Electrodes, Including All Connections With Nuts, Bolts, Washers, Lugs, Clamps And Anti-Corrosive Treatment; Testing Of Earth Resistance To Ensure Values Within Permissible Limits As Per Is/Respo Standards And Ensuring Long-Term Stability Without Frequent Maintenance; The Scope Includes Cost Of All Materials Such As Chemical Electrodes, Backfill Compound, Gi/Copper Strips, Bricks, Cement, Sand, Covers, Water, Etc., And All Labour, Drilling, Installation, Refilling, Carriage, Loading/Unloading, Handling, Testing, Commissioning And All Tools & Plants (T&P) Required For Complete And Satisfactory Execution Of Work As Per Standard Specifications And Direction Of Engineer-In-Charge. , Construction Of Safety Fencing (Ms) Size 3X3x2 Mtr. For Dist. Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle/T-Iron To Be Fitted On Vertical Posts. Pickets (If Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 65X65x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Providing, Installing, Testing And Commissioning Of Tailless Unit Suitable For 250 Kva Distribution Transformer, Including Dismantling Of Existing Tail Connections (If Any), Supply And Fixing Of Required Lt/Ht Connectors, Busbar Arrangements, Insulated Sleeves, And Necessary Termination Accessories; Complete Modification Of Transformer Lt Side To Tailless Configuration Ensuring Proper Phase Segregation, Insulation And Mechanical Strength; Including Providing And Fixing Of Suitable Size Aluminium/Copper Lugs, Glands, Ferrules, Heat Shrink Sleeves, Pvc Insulation Tape, Nut-Bolts, Washers And All Jointing Materials As Required; Making Proper Cable Terminations, Dressing And Clamping Of Cables With Gi Clamps; Providing And Ensuring Effective Earthing Of The Tailless Unit With Gi Strip/Wire And Connecting To Existing Earthing System; Including Painting Of Modified Portion With Suitable Anti-Corrosive Paint; Complete Testing For Continuity, Insulation Resistance And Proper Load Transfer; The Work Shall Be Carried Out As Per Relevant Is Standards, Respo/Departmental Specifications And As Directed By Engineer-In-Charge; The Rate Shall Include Cost Of All Materials, Labour, Tools & Plants (T&P), Handling, Loading/Unloading, Transportation, And All Incidental Works Required To Complete The Job In All Respects. , Providing, Laying, Jointing And Commissioning Of 140/200 Mm Dia (Od) Pn-4, Pe-80 Grade Uv Stabilized Hdpe Pipe In 6.0 Mtr Standard Length By Trenchless (Hdd/Drilling) Method For Underground Cable Protection, Including Excavation Of Suitable Size Launching And Receiving Pits, Alignment And Preparation Of Bore Path, Drilling, Reaming And Insertion/Pulling Of Hdpe Pipe, Jointing By Butt Fusion/Electrofusion With All Necessary Fittings Such As Couplers, Bends And End Caps, Ensuring Proper Alignment And Leak-Proof Joints; Including Providing And Laying Of Warning Tape, Route Markers And Identification System; Complete With All Required Tools & Plants (T&P) Such As Hdd Machine, Drilling Machine, Compressor, Generator, Welding Machine, Including All Consumables, Loading/Unloading, Handling And Safe Stacking At Site; Including Dewatering (If Required), Traffic Control, Barricading And Safety Measures; Also Including Restoration Of Road, Footpath, Drain Or Any Other Surface Under Row (Right Of Way) Conditions To Original Condition And Disposal Of Surplus Earth/Muck; Complete In All Respects As Per Relevant Is Standards, Respo/Departmental Norms And Direction Of Engineer-In-Charge, With All Material, Labour, T&P, Transportation And Incidental Charges Included In The Rate. (Rate Will Be Charge As Per Actual Length Of Work) , 200 Mm Dia For 33 Kv Line , 140 Mm Dia For 11 Kv Line , Laying Of Following Cable Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge.(Rate Will Be Charge As Per Actual Length Of Work) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Manually Digging Excavation Of Trench Of Size 0.50 M Width × 1.00 M Depth In All Types Of Soil Including Dressing, Levelling And Disposal Of Surplus Excavated Earth Within Specified Lead As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Supplying And Laying Of Brick Masonry (Class Designated) In Cement Mortar For Side Protection, Providing And Filling Of Sand Cushioning At Bottom And Around The Laid Cable, Followed By Laying Of Plain Cement Concrete (Plain Cement Concrete) Of Required Grade For Base And Protective Covering Over Trench; Thereafter, Placing And Proper Alignment Of Xlpe Cable Within The Complete Trench, And Covering The Trench With Brick/Cc Slab Protection Including Backfilling With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; The Scope Of Work Includes Cost Of All Labour, Materials (Bricks, Sand, Cement, Aggregates, Water Etc.), Handling, Loading/Unloading, Carriage, And All Tools & Plants (T&P) Required For Excavation, Laying And Finishing Works, With All Safety Precautions, As Per Standard Specifications And Directions Of Site In-Charge. (The Firm Will Be Fully Responsible For This Work And Taking Necessary Permission), As Per Direction Of Site Incharge (Rate Will Be Charge As Per Actual Length Of Work). , Laying And Installation Of 11 Kv Grade, 3 Core × 185 Sq.Mm Xlpe Insulated, Armoured Aluminium Conductor Cable In Underground Trench In Double Circuit Formation, Including Careful Handling, Dressing And Alignment Of Cable Along The Route As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Laying Of Cable Over Prepared Sand Bed, Maintaining Proper Spacing Between Circuits, And Ensuring Identification And Phase Marking; Providing Extra Length Of Cable At Both Ends In Loop Formation For Future Jointing/Termination (Spare Cable To Be Left In Loop Shape At Each End) As Specified; Covering Of Cable With Sand Cushioning, Protective Bricks/Tiles/Cc Slabs And Backfilling Of Trench With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; Including Supply Of All Consumables Such As Sand, Bricks, Cable Markers, Route Indicators, Etc., And All Labour, Loading/Unloading, Carriage, Handling Charges, Testing Prior To Commissioning, And All Tools & Plants (T&P) Required For Safe And Proper Execution Of Work As Per Standard Specifications And Site Instructions. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, As Per Direction Of Site Incharge. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Dog Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying And Stringing Of Following Lt Aerial Bunched Cable (Abc) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Lt Aerial Bunched Cable (Abc) (3×95 + 1×70 + 1×16 Sq.Mm) , Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 4Mm/ 8 Swg , G.I. Wire 5Mm/ 6 Swg , Grouting & Fixing Of Stay Set (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Stay Set (16X1800) , Stay Set Gi (20X1800) , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Dead & Clamp , Suspension Clamp , F-Bracket With Clamp , Cross Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Fuse Set Complete On 25/63/100 Kva Transformer In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad 300X300x75 Of Approved Quality And Specified Size At Pole/Support Locations, Including Excavation Of Suitable Size Pit, Preparation Of Base, Dressing, Leveling, And Proper Placement In Line And Level As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge, Including Refilling, Ramming And Consolidation To Ensure Stability; The Scope Of Work Includes Cost Of All Labour, Loading/Unloading, Carriage, Alignment And All Incidental Works Required For Complete Execution, And All Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable M.S. Clamp, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site, And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Barbed Wire Of Approved Quality And Specification In Position, Stretched And Secured On Poles/Structures With Suitable Binding Wire, Staples, Clamps Or Other Approved Means, Maintaining Proper Tension, Alignment And Height As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing, Tightening And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Stay Insulator Of Approved Make, Type And Rating In Stay Set Assembly, Including Proper Placement Between Stay Wire Lengths, Making Necessary Connections, Tightening And Ensuring Correct Alignment And Insulation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of I-Bolt Of Approved Size And Quality For Guarding Angle, Complete With Nuts, Bolts, Washers And Necessary Accessories, Including Drilling Of Holes In Angle/Pole As Required, Proper Insertion, Fitting, Tightening And Ensuring Correct Alignment And Rigidity As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Number Plate Of Approved Size, Design And Material With Proper Painting/Printing Of Identification Number And Lettering, To Be Securely Mounted On Pole/Structure At Suitable Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fixing With Suitable Clamps, Nuts, Bolts Or Binding Wire As Required, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Necessary For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Draw Out Fuse Set Of Approved Make And Rating, Complete With All Standard Accessories, Mounted On Pole/Structure With Suitable Clamps, Nuts, Bolts And Connectors, Including Proper Alignment, Tightening And Making Necessary Electrical Connections For Safe And Reliable Operation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Erection, Testing And Commissioning And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment, Tackles And Testing Instruments Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Smc Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable Clamps, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Paint And Carrying Out Painting Of Pole With Approved Quality Paint System, Including Thorough Surface Preparation By Cleaning, Scraping, Wire Brushing And Removal Of Rust, Dirt And Loose Materials, Applying Primer Coat Where Required And Finishing With Two Or More Coats Of Approved Paint Of Specified Shade, Including Marking/Numbering If Directed, Complete In All Respects As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage Of Materials To Site And All Incidental Works Necessary For Satisfactory Completion, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Construction Of Meter Room Of Internal Size 8× 8× 10 Height, Including Setting Out, Excavation Of Foundation In All Types Of Soil, Dressing And Disposal Of Surplus Earth Within Specified Lead; Providing And Laying Plain Cement Concrete Of Required Grade For Foundation Base, Followed By Construction Of Brick Masonry In Cement Mortar Of Approved Class For Foundation And Superstructure Walls Of Required Thickness, Including All Leads And Lifts; Providing Reinforced Cement Concrete Lintel And Roof Slab (Solid Slab) Of Required Thickness Using M-20 Grade Concrete With Centering, Shuttering, Vibration And Curing Complete, Including Reinforcement Steel As Per Design; Providing Internal And External Plastering In Cement Mortar Of Required Thickness, Smooth Finishing, And Curing; Providing Flooring With Cement Concrete Or Ips Finish, Including Base Preparation And Finishing; Supplying And Fixing Of Ms/Steel Door With Frame, Including Holdfasts, Hinges, Locking Arrangement And Painting; Providing Ventilators With Ms Grill, Including Fixing; Complete Internal And External Painting/Whitewashing With Approved Quality Paint; Providing Necessary Provisions For Meter Installation Such As Cable Entry Points, Sleeves, Earthing Arrangement, Foundation Bolts And Fixtures; The Scope Includes Cost Of All Materials Such As Bricks, Cement, Sand, Aggregates, Steel, Doors, Grills, Paint, Water, Etc., And All Labour, Tools & Plants (T&P), Scaffolding, Curing, Carriage, Loading/Unloading, Handling And All Incidental Works Required For Complete Construction As Per Standard Specifications And Direction Of Engineer-In-Charge. , Laying Of Power/Control Cable Of Specified Size In Trench/Duct/On Surface Along Approved Route, Including Excavation Of Trench, Sand Cushioning, Proper Dressing, Alignment, Clamping, Identification Tagging, Protective Covering With Bricks/Tiles (Where Required), Backfilling, Ramming, Leveling, And Disposal Of Surplus Earth; Including Handling, Shifting, Straightening, And Pulling Of Cable With Due Care To Avoid Damage And Maintain Required Bending Radius; Complete In All Respects As Per Standard Specifications And Direction Of Engineer-In-Charge, All Materials, Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
34.
Drinking Water Supply and Sanitation #11159557 Price Bid
Tender for Raising Of 900Mm Dia Triplicate Main At Samta Sthal Drain With Allied Works Under Wazirabad Water Works , Hydraulic Excavator (3D) With Driver And Fuel. (2 Nos.) , Hiring Of Hydraulic Crane Of 20 Ton Capacity With Driver And Fuel. (2 Nos.) , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. , Raising Of Height Of 900Mm Dia. Triplicate Main Line With The Help Of All Labour Like Fitter, Helper, Beldar, Cutter, Chowkidar, Supervisor, Electrician, Welder And Material Used Like Pig Lead, Spun Yarn, Special Chemical T&P Along With Its All Transportation Loading Unloading Complete At Site Of Work. , Supply Of Ms Pipe Of Size 900 Mm Nominal Dia (Clear Internal Dia.) Pipes Of 10 Mm Thickness (Min.) Internally Coated With Food Grade Epoxy Coating And External/Outside Epoxy Coating. , Supply Of Ms Special-Made Out Of 10 Mm Thick- Ms Plate Painting Both Sides With Black Anticorrosive Bituminous Paint Of Approved Brand And Tested To A Head Of 15 Kg/Sqm Conforming To Is 3589/1981, Is 7322-1974, Is 784-1978 And Relevant Codes I/C Cost Of Plate And Carriage At Site Complete As Directed By Engineer-In-Charge. (Actual Weight Will Be Paid) , Supply Of H Section Beam For The Support Of Maintenance Path Along With The Rising Mains , Civil Work For The Foundation Of Pillars For Supporting Rising Mains , Lighting Arrangement Required At Site As Per Site Requirement. , Site Restoration Work As Per Site Requirement With The Help Of Labour, Tools And Tackles And Material Required At Site Including Loose Soil Etc. , Safety Equipments Arranged By The Firm For Safe Working Of Men And Machinery At Site. All Precautions Are To Be Taken To Save Men And Material. , Testing And Commissioning Of Rising Main On Full Pressure As Per Satisfaction Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Delhi View Result →
35.
Power #11131078 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , 11 Kv completion Poly. Disc Insulator 45 Kn , Stay Set 16X1800 , M.S. Angle 65X65x6 Mm , Acsr Dog Conductor , A.B.Cab. L.T. (3X120)+ (1X95)+(1X16) Sq.Mm , Earth Rod 2540X20 Mm , 11 Kv V-Type Steel Cross Arm 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , D.O Fuse Set 11 Kv , Acsr Weasel Conductor , Ms Channel 100X50 Mm , 11 Kv Tpmo , Lt Abc 3X50+1X35+1X16 Sq.Mm , G.I. Wire 6 Swg , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Abc (3X95+1X70+1X16)Sq.Mm , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 11 Kv Cable Box O/D 3X120 Xlpe , 11 Kv Cable H.T. Xlpe 3X120 Sq.Mm , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 11 Kv Cable Box O/D 3X185sq.Mm , Aluminium Cable 1X240 , 11 Kv Cable Box I/D 3X185sq.Mm , 11 Kv Tvm Category C , 11 Kv Ct/Pt Ctr 10/5Amp , 11 Kv Met. Cub. Pilfer Proof Ctr 10/5Amp , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv V-Type Steel Cross Arm 65X65x6 Mm , Ms Channel 100X50 Mm , 11 Kv Composite Polymer Pin Insulator , Lt Abc 3X50+1X35+1X16 Sq.Mm , Disc Fitting 45 Kn (T&C) , Abc (3X95+1X70+1X16)Sq.Mm , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 11 Kv Cable Box O/D 3X120 Xlpe , 11 Kv Cable Box O/D 3X185sq.Mm , Aluminium Cable 1X240 , 11 Kv Cable Box I/D 3X185sq.Mm , 11 Kv Tvm Category C , 11 Kv Ct/Pt Ctr 10/5Amp , 11 Kv Met. Cub. Pilfer Proof Ctr 10/5Amp , Erection Of 11 Mtr Double Pole Structure For 11 Kv Line Including Excavation Of Suitable Size Pits, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulators With Pins, Disc Insulators With Complete Fittings, Etc., Strictly As Per Respo Drawings/Standard Norms; Providing And Fixing Of All Necessary Clamps Made Of M.S. Flat 50×6 Mm With Suitable Nuts & Bolts, Stone Pad, Jumpering, Alignment, Tightening And All Allied Works; The Scope Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Erection And Fixing Of Single Pole Structure For Lt Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Grouting Of St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Erection And Fixing Of 11 Kv D.O. Fuse Set On St/Pcc Pole Including Mounting/Fixing Materials, Clamps, Nuts & Bolts, And Accessories Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Fuse Set Shall Be Supplied By The Department; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Provided By Contractor As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Erection And Fixing Of 11 Kv Tpmo Set On St/Pcc Pole Including Mounting/Fixing Materials, Clamps, Nuts & Bolts, And Accessories Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Tpmo Set Shall Be Supplied By The Department; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Provided By Contractor As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying And Stringing Of Overhead 11 Kv Ht Xlpe Cable (3×120 Sq.Mm) On St/Pcc Poles, Including Proper Hanging And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site, And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying And Stringing Of Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Trenchless/Drilling Method For Laying Of Underground 11 Kv Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185 Sq.Mm Underground Through Hdpe Pipe, Including Pulling, Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , 11 Kv Ht Xlpe Cable Of Size 3×185 Sq.Mm , 11 Kv Ht Xlpe Cable Of Size 3×120 Sq.Mm , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 6 Swg , G.I. Wire 4Mm/ 8 Swg , Grouting & Fixing Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , F-Clamp , Holding Clamp With Nut Bolt , Dead & Clamp , Lt Clamp , X Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Insulators Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Lt Fuse Box Complete In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Lt Fuse Set Complete In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of J Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Weasel Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Installation Of Maintenance-Free, Multifaceted, Corrosion-Resistant Chemical Earthing Electrode Of Size 80 Mm Dia × 3000 Mm Length, Complete With 50 Kg Backfill Compound And All Required Accessories For Body/Neutral Earthing Of Transformers, Including Providing And Fixing Of M.S. Earth Strip For Connection (The Strip To Be Properly Welded To The Earthing Electrode And Neutral Support), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Excavation, Installation, Welding, Connection, Testing, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Jumpering Of Lt/Ht Lines For Proper Energization, Including Cutting, Dressing, Binding And Fixing Of Jumpers With Suitable Connectors/Clamps, Ensuring Proper Electrical Continuity And Safety, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
36.
Heavy Industries and Public Enterprises #11111838 AOC
Tender for Supply, Installation And Commissioning Of Testing Equipments, Crane, Forklift With Compressor And Fire Extinguisher , Supply, Installation And Commissioning Of Testing Equipments, Crane, Forklift With Compressor And Fire Extinguisher [Total Cost In Cif Premises At M/S. Vishwakarma Coating Association, Gat No. 15, At Post Mindewadi, Taluka Maval, Pune - 410507, State-Maharashtra, India, Including Gst, All Applicable Taxes, Transportation, Insurance, Unloading, Installation & Commissioning, Agency Commission, Packing, Forwarding, Any Other Taxes/Charges/Local Taxes As Applicable Etc., On-Site Technological Training, Training For Mechanical And Electrical Maintenance For 4 Persons For 2 Weeks.] , Testing Equipments (Sr. No. 1 To 22) , Eot Crane System , Forklift , Air Compressor , Office Furniture , Fire Fighting Equipments
Contract Date: Jun 02, 2026 Contract Value : ₹ 2.49 Crore
Government Departments No of Bidders 3
Maharashtra View Result →
37.
Public Administrative Department #11108873 Price Bid
Tender For Construction Of New Car Shed At Arulmigu Kondhathu Kaliamman Temple, Pariyur Gobi Taluk, Erode District. , Earth Work Excavating And Depositing On Bank With An Initial Lead Of 10M And Initial Lift Of 2M In Sand, Silt Or Loose Soil, Wet Sand Or Silt Not Under Water, Light Black Cotton Soil, Sandy Loam And Ordinary Soil Including Excavated Earth, Hard Stiff Clay, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size 1 Boulders, Soft Disintegrated Rock, Laterite, Soft Rock Or Kankar Not Requiring Blasting Including Clearing, Levelling The Site Etc., Complying With Standard Specification And As Directed By The Departmental Officers (Open Excavation) , Supplying And Filling In Foundation, Basement, Etc With Filling M Sand Of Not More Than 15 Cm Thick Well Watered, Rammed And Consolidated Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Providing And Laying Plain Cement Concrete 1:5:10 (One Cement Five M Sand & Ten Hbgs Jelly) Using 40Mm Hbgs Jelly Including Dewatering By Bailing/Pumping Wherever Necessary Laying The Concrete In Layers Not More Than 15 Cm Thick And In Bays With All 3 Leads And Lifts, Compacting And Finishing The Surface, Watering, Curing Etc.,Complete Complying With Standard Specifications And As Directed By The Departmental Officers For Foundation Works. , Supplying And Erecting Steel Shuttering Including Necessary Supports For Plane Surfaces In Foundation And Basement For Reinforced Cement Concrete Works Such Column Footings, Plinth Beam, Grade Beam, Stair Case Steps, Bed Blocks Etc., Which Requires Only Nominal Strutting Using Stiffened With Mild Steel Sheets Of Suitable Size 90Cm X60cm And Bg 10 Stiffened With Mild Steel Angles Of Size Mm Of 4 25Mm X 25Mm X 3 Mm For Boardinglaid Over Silver Oak Joists Of Size 10Cm X 6.50 Cm Spaced At About 60 Cm Centre To Centre And Supported By The Casurina Props Of 10 Cm To 13 Cm Dia Paced At 75 Em Centre To Centre Or At Suitable Intervals Etc., Complete (For Below Ground Level) , Supplying And Erecting Centering For Sides And Soffits Including Necessary Supports And Strutting Upto 3.29 M Height For Plane Surfaces As Detailed Below In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90 X 60 Cm And 10 Bg Stiffened With Welded Mild Steel Angle Of Size 25Mm X 25Mm X 3 Mm For Boarding 5 Laid Over Silver Oak Joists Of Size 10Cm X 6.50 Cm Spaced At Abote 90 Cm Centre To Centre And Supported By Casurina Props Of 10Cm To 13 Cm Dia Spaced At Not More Than 75 Cm Centre To Centre Etc. Complete Complying With The Standard Specification. , Plane Surfaces Such As Rectangular Or Square Reinforced Cement Concrete Columns, Sunshades, Top And Bottom Slab Of Reinforced Cement Concrete Boxing, Etc. , Plane Surfaces Such As Rectangular Beam Upto 3.60 , Plane Surfaces Such As Rectangular Slab Upto 3.60 , Reinforced Cement Concrete Slab Curved Surface At 5.5 M , Supply And Fabricating Of Steel Required For All Reinforced Cement Concrete Works Involced In The Schedule Including Cost Of Steel,Cost Of Fabrication, Labour Charges For Cleaning The Rods Straightening, Cutting, Bending,Tying Grills Including Over Lapping To The Required Length Wheenever Necessary And Placing Reinforcement In Position As Specified In The Drawing Including Cost Of Binding Wire Provision For Spacer Bar Cover Blocks And All Other Incidental Charges Etc., Directed By The Departmental Officers. , Providing And Laying In Position, Standardised Reinforced Cement Concrete Mix M-20 Grade(Design Mix) In Accordance With Is:456-2000, Using 20Mm And Down Graded Hard Broken Granite Stone Jelly For All Reinforced Cement Concrete Items Of Works With Minimum Cement Content Of 325 Kg/M3 And Maximum Water Cement Ratio Of 0.55, Improve Workability Without Impairing Strength And Durability Of Sand, But Excluding Cost Of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Below Ground Level Column Footing , Above Ground Floor Up To First Floor , Above Ground First Floor Up To 3.30M-6.60 , Above Ground Second Floor Up To 6.60-9.90M , Providing And Erecting Steel Column Using 4 Corner Isa 50X50x5mm Of Size 250X250mm With Height Of 4.92M Above Gl At Left& Right Side Corner 4Nos. The Middle Portion 4Nos Steel Columnsize 250X250mm With Height Of 6.15M. The Steel Column 4 Sides Are Stichhed With 5Mm Tk Steel Plate Of Size 230X150mm @300Mm C/C To A Column Height. The Steel Column Should Be Embaded Over Concrete Column Top With Steel Baseplate Of Size450x450x20mm. The Base Plate Should Be Drilled In Eight Holes Of 27Mm Dia Should Be Fixed In 24Mm Dia Anchor Bolt To A Length Of 650Mm, Laid In Concrete500mm, Balance 150Mm Should Be Machine Thread. The Top Of Anchor Rod Closed With 24Mm Dia Hexagonal Net With Lock Net With Double Washer. Steel Column Should Be Placed With Stiffner Plate Of Size 150X125mmx8mm Tk As Per Drawing. The Top Oc Column Coverd With Cap Plate Of Size 450X450x16mm And The Base Plate Should Be Drilled In Eight Holes Of 22Mm Dia Should Be Fixed In 20 Mm Dia Anchor Bolt. The Cap Cover Plate Should Be Of Best Quality Anti Corrosive Red Oxide Primer. The Cost Includes All Materials Required Labour Charges For Manufacturing And Fixing In Position Transportation Taxes Scaffolding Charges Handling Charges Wastages Of Materials And Any Other Incidental Charges Etc., Complete And As Directed By The Departmental Officers.Etion Of Work Complete And As Directed By The Departmental Officersabour Charges For Equipments Like Crane, Chain Pulley Block, Power Charges From Generator, Risk Allowance For Working At A Height Of More Than 3M, Conveyance To Site And Clearing Them After Completion Of Work Complete And As Directed By The Departmental Officers , Supplying And Fixing Colour Galvanum Sheet Roof Of 0.47Mm Thick For Car Shed Leant Roof Porion & Middle Portion Four Side Slope Roof Porion Over Steel Hollow Section Including J Bold And Washer Necessary Fixing Arranements The Cost Includes Cost Of All Materials, Process Charges Like Cutting, Scaffolding Charges, Transport, Erection, Labour Charges For Equipments Like Crane, Risk Allowance For Working At A Height Of More Than 3M, Conveyance To Site And Clearing Them After Completion Of Work Complete And As Directed By The Departmental Officers , Painting New Iron Works Such As All Steel Member As Per Bill Qty With Two Coats Of Best Approved First Quality And Colour Of Synthetic Enamel Paint Over One Coat Of Red Oxide Priming Coat In All Steel Components Including Cost Of Priming Coat Etc., Complete Complying With Standard Specification. (The Make, Quality And Colour Of Paint Should Be Got Approved By The Executive Engineer Before Use On Works.) , Brick Masonry Cement Mortar 1:4 Using Country Bricks Including All Varivargams, Moulds, Sthambams, Mukapathrams, Koodu, Nasi And All Ornamental Brick Work Complete, All Pancharams, Agarais, Karnakoodus, Etc., Forming Core Walls Of Rajagopuram/Vimanams Complete Including Cost And Conveyance Of All Materials Including Cement, All The Labour Charges Including Marking Pathies Shaping Of The Bricks, Lifting Of All The Materials To Required Heights, Curing And All Extra For Working In Heights Etc., Complete 100 Eft For Vimanam/Gopuram , Providing Vargapoochu Over The Corewalls Of Vimanams/Gopurams, With Cement Mortar 114 Complete Including Shaping The Ukhapathram, Mahanasi, Koodu All Ornamentals Works To Proper Shape By Embedding Broken Bricks Of Shaped/Chiseled Bricks, Roughplastering With Cement Mortarl:4And Finishing With Final Ornamental Plastering And Nayam Theervai Including Cost And Conveyance Of All Materials, Labour Therefore, Lifting Of Materials, All Working In Heights, Curing With Water Etc, Complete Including All Extra For Folding And Including Clearing From The Vimanams/Gopurams 100Sft Superficial Area For Kalkaram , Plastering With Cement Mortar 1:5 12Mm Thick In All Floors Complying With Standard Specifications And As Directed By The Departmental Officers. , Brick Work In Cement Mortar 1:6 Using Best Quality Fly Ash Bricks Of Size 23X11x7.5Cm For Foundation, Basement& Superstructures Including Watering Curing Etc.,Complete Complying With Standard Specification. , White Washing Two Coats Using Freshly Burnt White Shell Lime In All Floors, Including Cost Of Lime Blue Powder, Fevical Type Gum Brushes, Scaffolding Charges Etc., Complete Complying With Standard Specifications. , Painting Two Coats Of Newly Plastered Wall Surface With Ready Mixed Plastic Exterior Emulsion Paint Of First Class Quality And Of Approved Colour Over A Priming Coat Including Thorough Scrapping, Clean Removal Of Dirt, And Including Necessary Plaster Of Paris Putty, Wherever Required Etc., Complete Complying With Standard Specification. , Manufacturing, Supplying And Fixing In Position Of Fully Steel Double Leafe Door Of The Following Specification. The Outer Frames Of Door Leafe Are Made Of 40X40x3mm L Angle. The Door Leafe Are Divided In To Three Equql Parts. The Door Inner Cross Brazing Are Made Of Ms Flat Of 3Mm Thick Has To Be Fixed In Cross Diagonally Inside The Door Portion. The Door Area Have To Be Coverd With2mm Thick Ms Sheet.. The Openable Shutters Are Hinged To Outer Frame At The Existing Door Frame. Both Door Leaf Outer L Angle Propoerly Welded To The Ms Sheets. The Shutters Are To Open Out Side. The Following Accessories Are Have To Be Fixed In Properly As Standrd. Each Door Have To Be Fixed In Existing Frame With 4Nos Of 300Mm Hinges (Heavy Duty), Top & Bottom One Door Leafe Have To Be Fixed In 250Mm Length Tower Bolt, Inner Side & Ouer Side 2Nos Of 250 X 16Mm Aldrop & 200Mm Ms Handles (Heavy Duty) Are To Be Fixed. All Steel Members Are Painted With One Coat Of Best Quality Anti Corrosive Red Oxide Primer. The Cost Includes All Materials Required Labour Charges For Manufacturing And Fixing In Position Transportation Taxes Scaffolding Charges Handling Charges Wastages Of Materials And Any Other Incidental Charges Etc., Complete And As Directed By The Departmental Officers. , Manufacturing, Supplying And Fixing In Position Of Fully Steel Three Leafe Window Of The Following Specification. The Outer Frames Of Door Leafe Are Made Of 30X30x3mm L Angle. The Window Leafe Are Divided In To Three Equql Parts. The Window Inner Cross Brazing Are Made Of Ms Flat Of 250Mm Wide And 3Mm Thick Has To Be Fixed In Cross Diagonally Inside The Window Portion. The Window Area Have To Be Coverd With 2.0Mm Thick Ms Sheet.. The Openable Shutters Are Hinged To Outer Frame At The Existing Window Frame. Both Window Leaf Outer L Angle Are Propoerly Welded To The Ms Sheets. The Shutters Are To Open Out Side. The Following Accessories Are Have To Be Fixed In Properly As Standrd. Each Window Shutter Have To Be Fixed In Existing Frame With 3Nos Of 300Mm Hinges (Heavy Duty), Top & Bottom Of Window Leafe Have To Be Fixed In 2 Nos 250Mm Length Tower Bolt, Inner Side & Ouer Side 2Nos Of 250 X 16Mm Aldrop & 200Mm Ms Handles (Heavy Duty) Are To Be Fixed. All Steel Members Are Painted With One Coat Of Best Quality Anti Corrosive Red Oxide Primer.The Cost Includes All Materials Required Labour Charges For Manufacturing And Fixing In Position Transportation Taxes Scaffolding Charges Handling Charges Wastages Of Materials And Any Other Incidental Charges Etc., Complete And As Directed By The Departmental Officers. , Gst Amount For Providing Service To Government Contract Works For The Above Works At 18%(9%+9%). {Gst Amount Is The Total Gst Amount For Overall Quoted Amount}
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Trust & NGO No of Bidders 2
Tamil Nadu View Result →
38.
Drinking Water Supply and Sanitation #11105157 Technical Bid
Tender for Lowering & Lifting Of Stoplog Gates For Hydroelectric Intake With Repairs And Maintenance Of Stoplog Gate (Size 4.22M X 2.2M) - 9 Nos & Goliath Crane Including Replacement Of Rubber Seals ,Fixing Side Guide Brackets , Replacement Of Wire Rope , Electrical Starter, E.M. Brake Of Goliath Crane, Overhauling & Erection Of Lifting Beam. Lowering Stoplogs For Power House Repair Works & Liifting After Repairs Of Powerhouse , No. Of Gates = 9 No.S In 3 No. Of Vents ( Vent Size 4.22M X 5.48M) Using Underwater Divers With Material , Sundry & Other Material Charges At Yeldari Dam Tal. Jintur , Dist. Hingoli,Complete Job Including Cost Of Material, Labour, Sundry ,Transportation & Labour Welfare Cess Etc
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Maharashtra View Result →
39.
Power #11095215 Price Bid
Tender For Lt Reconductoring At Illath Thazhe , Arabic College And Chamamkulam Under Es Kodiyeri- 1 Dismantling (Without Damage) One Km Lt Single Phase 2 Wire Oh Line Conductor By Dismantling Cross Arms, Insulators And Stacking The Conductors In Rolls Properly. 2 Dismantling (Without Damage) One Km Lt Additional Conductor Line By Dismantling Cross Arms, Insulators And Stacking The Conductors In Rolls Properly. 3 Transporting Lt Abc By Hired Vehicle To A Distance Up To 5 Km And Carring Up To 2 Drum Including Loading And Un Loading Using Crane 4 Transporting Poles By Hired Vehicle To A Distance Upto 5Km And Carrying Upto 4 Numbers Of Poles Excluding Loading& Unloading Charges. 5 Labour Charges For Loading Lt Psc Pole From The Stacking Place And Unloading The Same At Work Site (Transportation By Any Vehicle). 6 Erecting One Lt Psc Pole In Position Including Digging & Back Filling Pit In Ordinary Soil. 7 Dismantling (Without Damage) One Lt Psc/Rcc Pole After Disconnecting Stays, Strut Etc. Attached Thereon And Stacking The Same. 8 Dismantling One Damaged Lt Psc/Rcc Pole After Disconnecting Stays, Strut Etc. Attached Thereon And Stacking The Same. 9 Providing Stay For Lt Poles Including Digging & Back Filling Pit In Ordinary Soil. 10 Renewal Of Existing Damaged/Broken Old Lt Stay In Existing Stay Rod. 11 Erection Of Anchor Clamp / Dead End Clamp For Lt Abc Of Any Size 12 Erection Of Suspension Clamp For Lt Abc Of Any Size 13 Installing One No. Insulation Piercing Connector Of Size Main :16 To 95 ,Tap:1.5 To 16 Sq.Mm 14 Installation Of Insulation Piercing Connector For Main To Service Line Main :16-95 Sqmm, Tap 16-95 Sqmm 15 Installation Of Pre-Insulated Lugs For 16Sqmm 16 Installation Of Pre-Insulated Lugs For 50Sqmm 17 Installation Of Pre-Insulated Lugs For 70Sqmm 18 Providing End Caps 19 Providing Cable Tie 20 Providing One Coil Earth Using No.8 Gi-Earth Wire (50Mm Dia, 115 Turns) Including Digging Separate Pit (0.45X0.45X1.5M) At Standard Distance Away From The Pole/Structure In Ordinary Soil & Backfilling. 21 Fitting One No. Section Fuse On Lt Line With Dropping Cables, Crimping Sockets, Connecting With Bolt & Nut Etc. 22 Disconnecting And Lowering Down The Single Phase Wp Service Connection With Guy Wire From The Oh Line And Reconnecting The Same After Completing The Line Work. 23 Dismantling One Ordinary Street Light/Cfl/Led Fitting From Existing Pole And Refitting The Same On Newly Erected Pole Including Disconnecting And Reconnecting Wires. 24 Providing Strut Using Lt Psc Pole Including Digging And Back Filling Pit In Ordinary Soil. 25 Stringing Of 1.1 Kv Aerial Bunched Cable Of Size 3 X 70 + 1 X 16+1X 50 Sqmm With Bare/Insulated Messenger Through Existing Poles 26 Installation Of Insulation Piercing Connector For Main To Service Line Main :16-95 Sqmm, Tap : 4-35 Sqmm 27 Installing One No. 4 Way Satellite Connector Of Size Main :16 To 95, Tap:4 To 35 Sq.Mm To The Lt Ab Cable Of Standard Size
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Kerala View Result →
40.
Heavy Industries and Public Enterprises #11073269 AOC
Tender for Supply, Installation And Commissioning Of Eot Crane System , Supply, Installation And Commissioning Of Eot Crane System [Total Cost In Cif Premises At M/S. Goli Steel Association, Plot No. A-5, Midc Akulgaon, Kurduwadi, Tal. Madha, Dist- Solapur 413208, State-Maharashtra, India, Including Gst, All Applicable Taxes, Transportation, Insurance, Unloading, Installation & Commissioning, Agency Commission, Packing, Forwarding, Any Other Taxes/Charges/Local Taxes As Applicable Etc., On-Site Technological Training, Training For Mechanical And Electrical Maintenance For 4 Persons For 2 Weeks.] , Eot Crane , Eot Crane , Eot Crane , Crane Beam
Contract Date: Jun 02, 2026 Contract Value : ₹ 2.47 Crore
Government Departments No of Bidders 3
Maharashtra View Result →
41.
Railways #11072769 AOC
Bids Are Invited For Custom Bid For Services - 1 Hiring Of Truck On Daily Basis Of 5 Mt Capacity Truck (One Number For 180 Days In A Year For Two Years) (Ie 1X180x2-360 Days) , Custom Bid For Services - 2 Additional Running Charges For Per Km Running Of Truck (Over Item No Ns/1 Above) (1 X 180 Days X Average 44 444Km Per Day For 2 Years 16000Kms) , Custom Bid For Services - 3 Hiring Of Pickup Van /Tata Mobile Etc On Daily Basis (03 Pickup Van /Tata Mobile For 200 Days In A Year For Two Years = 3X200x2 = 1200 Days) , Custom Bid For Services - 4 Additional Running Charges For Per Km Running Of Picup Van/Tata Mobile (Over Item No Ns/3 Above) (3 X 200 Days X Ave 33 333Km Per Day X 2 Years = 40000 Kms) , Custom Bid For Services - 5 A (Hiring Of Machinery For Minor Miscellaneous Works) Jcb Backhoe Loaders 3Dx Plus Or Similar With Minimum 1 10 Cum Bucket Capacity , Custom Bid For Services - 5 B (Hiring Of Machinery For Minor Miscellaneous Works) Hydra Or Similar Tyre Mounted Pick-N- Carry Crane Of 12T Capacity For Misc Works Of Handling Of Material , Custom Bid For Services - 5 C (Hiring Of Machinery For Minor Miscellaneous Works) Tractor With Trolley For Local Transportation Or Other Misc Works
Contract Date: Ref. Documents Contract Value : ₹ 29.43 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
42.
Housing Urban and Rular Development #11053840 AOC
Tender For Annual Repair Special Repair /Mow Works In Various Rb/Nrb Under Section No.7, Jail Sub Division No.1, Bhopal- 1 Ar/Sr/Mow Works In Various Rb/Nrb Under Section No.7, Jail Sub Division No.1, Bhopal 1St Call P.A.C. 40.00 Lakh,As Per Building Sor Wef 01-01-2024 Schedule Attached Complition Period 180 Days Please Enable Macros To View Boq Information Ar/Sr/Mow Works In Various Rb/Nrb Under Section No.7, Jail Sub Division No.1, Bhopal Building Sor Wef 01.01.2024 Probable Amount Of Contract - Rs. 40.00 Lakh S.No Description Qty. Unit Rate Amount 2 2.1 All Kinds Of Soil. 100 Sqm 803.0 3 2.6 All Kinds Of Soil Cum. 147.0 4 2.7 2.7.1 Ordinary Rock Cum. 287.0 2.7.2 Hard Rock (Requiring Blasting) Cum. 519.0 2.7.3 Hard Rock (Blasting Prohibited) Cum. 828.0 5 2.25 2.25.1 All Kinds Of Soil. Cum 30.0 2.25.2 Ordinary Or Hard Rock. Cum 53.0 6 2.27 2.27.1 With Hard Muram Having Cbr >12 % At Under Floors Including Watering, Ramming And Compacting (Minimum Compaction 95% Of Mdd) In Layers Not Exceeding 20Cm In Thickness And Dressing Complete. (Note:- Maximum Thickness Of This Layer To Be Provided Shall Be 30Cm) Cum 393.0 2.27.2 Supplying And Filing In Plinth With Soil (Other Then Bc Soil ) Having Mdd Not Less Than 1.85 T/M3 Under Floors Including Watering, Ramming And Compacting (Minimum Compaction 95% Of Mdd) In Layers Not Exceeding 15Cm Depth And Dressing Complete. Cum 331.0 7 4.1 4.1.1 With 20Mm Nominal Size Graded Stone Aggregate. 4.1.1.1 M-25 – Grade Concrete Cum 6338.0 4.1.1.2 M-20 – Grade Concrete Cum 4933.0 4.1.1.3 M-15 – Grade Concrete Cum 4471.0 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 Sand : 6 Graded Stone Aggregate ) Cum 3890.0 4.1.2 With 40Mm Nominal Size Graded Stone Aggregate. 4.1.2.1 M-15 - Grade Concrete Cum 4403.0 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate) Cum 3808.0 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 Sand : 8 Graded Stone Aggregate Cum 3474.0 4.1.3 With Fly Ash. 4.1.3.1 1:2½:4:11 (1 Ordinary Portland Cement : 2½ Fly Ash : 4 Sand : 11 Graded Stone Aggregate 40 Mm Nominal Size) Cum 3459.0 4.1.3.2 1:2½:4:11 (1 Ordinary Portland Cement : 2½ Fly Ash : 4 Sand : 11 Graded Stone Aggregate 40 Mm Nominal Size) Cum 3150.0 Note: No Fly Ash Is To Be Added To Portland Pozzolona Cement In Any Case Which Itself Contains Fly Ash. 8 4.2 4.2.1 With 20Mm Nominal Size Graded Stone Aggregate 4.2.1.1 M-25 – Grade Concrete Cum 6582.0 4.2.1.2 M 20 – Grade Concrete Cum 5177.0 4.2.1.3 M 15 – Grade Concrete Cum 4714.0 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 4134.0 4.2.2 With 40Mm Nominal Size Graded Stone Aggregate 4.2.2.1 M-15 - Grade Concrete Cum 4647.0 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 4052.0 9 4.3 4.3.1 Upto Plinth: Foundations, Footings, Bases For Columns, Plinth Beams, Curtain Walls, Columns Below Plinth. Sqm 169.0 4.3.2 Above Plinth: Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, And String Courses Fillets Etc. Sqm 267.0 4.3.3 Above Plinth: Columns, Pillars, Posts And Struts. Sqm 356.0 10 4.4 4.4.1 M-15 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 4471.0 4.4.2 M-10 (With 20Mm Nominal Size Graded Stone Aggregate) Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 3890.0 11 4.6 4.6.1 M-25 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 5095.0 4.6.2 M-20 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 5558.0 4.6.3 M-15 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 5095.0 4.6.4 M-10 (With 20Mm Nominal Size Graded Stone Aggregate) Nominal Mix -1 Cement: 3 Sand: 6 Graded Stone Aggregate. Cum 4515.0 12 4.7 4.7.1 M-15 (With 20Mm Nominal Size Graded Stone Aggregate) Cum 7057. 00 4.7.2 M-10 (M 10) (With 20Mm Nominal Size Graded Stone Aggregate) Nominal Mix -1 Cement : 3 Sand : 6 Graded Stone Aggregate Cum 6477.0 13 4.15 Note For Item No. 4.15:- The Quantity Will Be Calculated By Multiplying The Depth Measured From The Sub-Soil Water Level Upto Centre Of Gravity Of Concrete Under Sub-Soil Water Level With Quantity Of Concrete In Cum Executed Under Sub-Soil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1M. 0.05M Or More Shall Be Taken As 0.1M And Less Than 0.05M Ignored. Cum 109.0 14 5.1.1 5.1.2 M-15 Grade Concrete Cum 5397.0 5.2 Reinforced Cement Concrete Work (With 20 Mm Nominal Size Graded Stone Aggregate) In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Posts And Struts Etc. Above Plinth Level And Upto Floor Two Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement: 15 5.2.1 5.3 Reinforced Cement Concrete Work (With 20 Mm Nominal Size Graded Stone Aggregate) In Beams, Suspended Floors, Roofs Having Slope Of Any Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Staircases Above Plinth Level And Upto Floor Two Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement In Concrete Grade. 16 5.3.1 5.4 Providing And Laying Upto Floor Two Level Reinforced Cement Concrete (With20 Mm Nominal Size Graded Stone Aggregate) In Kerbs, Steps And The Like Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With Concrete Grade. 5.4.1 M-20 Grade Concrete Cum 5542.0 17 5.9 5.9.1 Foundations, Footings, Bases Of Columns, Etc. For Concrete Upto Plinth Level Sqm 190.6 5.9.2 Walls (Any Thickness) In Cluding Attached Pilasters Butter Esses, Plinth Beams And String Courses Etc. 5.9.2.1 Uptoplinthlevel. Sqm 219.0 5.9.2.2 Above Plinth Upto 3.6 M Height From Plinth Level Sqm 330.0 5.9.2.3 Extra For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De-Shuttering And Decentering At All Levels, Over A Height Of 3.6 M, For Every Additional Height Of 1 Metre Or Part Thereof. Sqm 40.0 5.9.3 Suspended Floors, Roofs, Landings, Balconies And Access Platform. Sqm 439.6 5.9.4 Shelves(Cast In Situ) Sqm 290.0 5.9.5 Lintels, Beams, Girders, Bressumers And Cantilevers Sqm 356.0 5.9.6 Columns, Pillers , Piers, Abutments, Sqm 471.2 Posts And Struts. 5.9.7 Stairs, (Excluding Landings) Except Spiral- Staircases. Sqm 435.7 5.9.8 Spiral Staircases (Including Landing). Sqm 450.0 5.9.9 Arches, Domes,Vaults Upto 6M Span Sqm 1141.6 5.9.10 Extra For Arches, Domes, Vaults Exceeding 6 M Span Sqm 451.3 5.9.11 Chimneys And Shafts Sqm 294.0 5.9.12 Coffer/Waffle Slab Of Any Size Or Shape As Shown In The Drawing. Sqm 1481.0 5.9.13 Well Steining Sqm 264.0 5.9.14 Vertical And Horizontal Fins Individually Or Forming Box Louvers Band, Facias And Eaves Boards. Sqm 643.4 5.9.15 Extra For Shuttering In Circular Work Or Any Other Geometrical Shape (20% Of Respective Centering And Shuttering Items). Sqm 0.2 5.9.16 Small Lintels Not Exceeding 1.5M Clear Span, Mouldingas Incornices, Window, Sills, Courses, Bands, Copings, Bed Plates, Anchor Blocks And The Like. Sqm 191.0 5.9.17 Cornices And Mouldings Sqm 565.0 5.9.18 Small Surfaces Such As Cantilever Ends, Brackets And Ends Of Steps, Caps And Bases To Pilasters And Columns And The Like. Sqm 529.6 5.9.19 Weather Shade, Chajjas, Corbels Etc., Including Edges. Sqm 534.2 5.9.20 Suspended Floors, Roofs, Landings, Balconies And Access Platform. With Water Proof Ply 12 Mm Thick. (Item To Be Executed With Prior Permission Of S.E. In Case Of B & R Works And From Additional Project Director In Case Of Piu Works) Sqm 575.35 5.9.21 Lintels, Beams, Columns, Girders, Bressumers And Cantilevers With Waterproof Ply 12 Mm Thick (Item To Be Executed With Prior Permission Of S.E. In Case Of B&R Works And From Additional Project Director In Case Of Piu Works) Sqm 521.2 18 5.1 5.10.1 Suspended Floors, Roofs, Landing, Beams And Balconies (Plan Area To Be Measured). Sqm 212.0 19 5.12 5.12.1 50 Mm Thick Sqm 790.0 5.12.2 40 Mm Thick Sqm 689.0 5.12.3 25 Mm Thick Sqm 598.0 20 5.16 (Note:- (1). Spacer Bars (Chairs) Shall Be Paid Separately As Shown In The Drawing And As Per Direction Of Engineer In Charge. (2). No Extra Payment Shall Be Done For Overlaps And/Or Couplers. (3). Couplers Shall Be Conforming To Is Code On “Reinforcement Couplers For Mechanical Splices Of Bars For Concrete Reinforcement - Specification”) 5.16.1 Mild Steel And Medium Tensile Steel Bars. Kg 78.0 5.16.2 Hard Drawn Steel Wire Kg 75.0 5.16.3 Cold Twisted Bars (Ctd) Kg 81.0 5.16.4 Hot Rolled Deformed Bars Kg 81.0 5.16.5 Hard Drawn Steel Wire Fabric Kg 76.0 5.16.6 Thermo-Mechanically Treated Bars. (Tmt/Tmx) Fe 500 Or More Conforming To Is 1786 Kg 80.0 21 5.22 5. 22.1 12 Mm Thick Sqm 402.0 5. 22.2 25 Mm Thick Sqm 574.0 5. 22.3 50 Mm Thick Sqm 674.0 22 5.23 5. 23.1 Non-Asbestos Fibre Cement Board 6 Mm Thick As Per Is: 14862. 5. 23.1.1 150Mm Wide. Rm 102.0 5. 23.1.2 200Mm Wide. Rm 137.0 5. 23.1.3 250Mm Wide. Rm 153.0 5. 23.2 Aluminium Fluted Strips 3.15Mm Thick. Rm 483.0 5. 23.2.1 150 Mm Wide. Rm 646.0 5. 23.2.2 200 Mm Wide. Rm 725.0 5. 23.2.3 250 Mm Wide. 5. 23.3 Stainless Steel Grade 304 Plate-1.0 Mm Thick 5. 23.3.1 150 Mm Wide. Rm 367.0 5. 23.3.2 200 Mm Wide. Rm 443.0 5. 23.3.3 250 Mm Wide. Rm 555.0 23 5.25 Note- For Item No. 5.25:-The Quantity Will Be Calculated By Multiplying The Depth Measured From The Subsoil Water Level Up To The Centre Of Gravity Of The R.C.C. Under Ubsoil Water With The Quantity Of R.C.C. In Cubic Metre Executed Under Subsoil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1 M. 0.05 M Or More Shall Be Taken As 0.1 M And Less Than 0.05 M Ignored. No Extra Payment Shall Be Made For Placing Reinforcement Or Centering & Shuttering Under Sub – Soil Water Condition 24 5.33 5. 33.1. Frame 125 Mmx 60 Mm (Double Rebate) Rm 366.0 5. 33.2. Frame 100Mmx 60 Mm (Single Rebate) Rm 339.0 5. 33.3 Frame 85Mmx 60 Mm (Single Rebate) Rm 325.0 25 6.1 6.1.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5818.0 6.1.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5626.0 26 6.2 6.2.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 6012.0 6.2.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5821.0 27 6.3 6.3.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5252.0 6.3.2 Cement Mortar 1:6 (1 Cement:6 Sand). Cum 5061.0 28 6.4 6.4.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5446.0 6.4.2 Cement Mortar 1:6 (1 Cement:6 Sand). Cum 5255.0 29 6.5 6.5.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 4347.0 6.5.2 Cement Mortar 1:6 (1 Cement: 6 Sand). Cum 4155.0 30 6.6 6.6.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 4541.0 6.6.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4350.0 31 6.7 6.7.1 Having 100 Kg / Cm2 Average Compressive Strength. 6.7.1.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5384.0 6.7.1.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5162.0 6.7.2 Having 75 Kg / Cm2 Average Compressive Strength. 6.7.2.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5271.0 6.7.2.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 5049.0 6.7.3 Having 50 Kg / Cm2 Average Compressive Strength. 6.7.3.1 Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5158.0 6.7.3.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4936.0 32 6.11 Providing Half Brick Masonry With Well Burnt Chimney Bricks In Bull Patent Trench Kiln Manufactured By Ghol Process Crushing Strength Not Less Than 40 Kg /Cm2 And Water Absorption Not More Than 15% In Superstructure Above Plinth Level And Up To Floor Two Level. 6.12.1 Cement Mortar 1:3 (1 Cement : 3 Sand) Sqm 697.0 6.12.2 Cement Mortar 1:4 (1 Cement : 4 Sand) Sqm 673.0 33 6.13 6.13.1 Cement Mortar 1:3 (1 Cement : 3 Sand) Sqm 639.0 6.13.2 Cement Mortar 1:4 (1 Cement : 4 Sand) Sqm 615.0 34 6.14 6.14.1 Cement Mortar 1:3 (1 Cement : 3 Sand) Sqm 546.0 6.14.2 Cement Mortar 1:4 (1 Cement : 4 Sand) Sqm 522.0 35 6.15 6.15.1 Having 100 Kg/Cm2 Average Compressive Strength. 6.15.1.1 Cement Mortar 1 : 3 (1 Cement : 3 Sand) Sqm 570.0 6.15.1.2 Cement Mortar 1 : 4 (1 Cement : 4 Sand) Sqm 551.0 6.15.2 Having 75 Kg/Cm2 Average Compressive Strength. 6.15.2.1 Cement Mortar 1 : 3 (1 Cement : 3 Sand) Sqm 524.0 6.15.2.2 Cement Mortar 1 : 4 (1 Cement : 4 Sand) Sqm 505.0 6.15.3 Having 50 Kg/Cm2 Average Compressive Strength. 6.15.3.1 Cement Mortar 1 : 3 (1 Cement : 3 Sand) Sqm 479.0 6.15.3.2 Cement Mortar 1 : 4 (1 Cement : 4 Sand) Sqm 459.0 36 6.24 Note: - The Quantity Will Be Calculated By Multiplying The Depth Measured From Sub - Soil Water Level Up To The Centre Of Gravity Of Brick Work Under Sub - Water With The Quantity Of Brick Work In Cum Executed Under The Sub - Soil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1 M. 0.05 M Or More Shall Be Taken As 0.1 M And Less Than 0.05 M Ignored. 37 6.27 6.27.1 Aac Masonry In Polymer Modified Mortar Cum 5052.0 38 6.29 Of Minimum 80 Mmwidth And Depth Equal To Slab/Panel Thickness Running At Center Of Load Bearing Wall/ Beam/ Supports And On Other Support As Well To Achieve Diaphragm Action As Per Is 1893:2000. The Peripheral Bond Beam Shall Have Minimum 2 Bars Of 12 Mm Dia As Longitudinal Bars Which Shall Be Held Down By Hook Made In 12 Mm Dia Vertical Bars Coming Out From Structural Beam. However Concrete In Groove And Bond Beam Shall Not Be Paid Separately But Shall Be Measured With Aac Reinforced Slab. Precast Or Lintel And Chhajja Shall Be Jointed With Cm 1:6 Or 2 To 3 Mm Thick Polymer Modified Cement Mortar As Per Astmc 1660-09 To Aac Block Masonry. Structural Steel If Used For Providing Support To The Lintels (Such As Cleat Of Angle Iron, C-Section Anchored/Hold Fasted To Column) At Column End Towards (Where Door / Window Opening Is Adjacent To The Column) Shall Not Be Paid Separately. Rate Includes All Handling, Transportation, Hire Charges Of Machineries Scaffolding And Anti- Corrosive Protective Coating On Reinforcement Inside Aac Slab / Lintel/Chhajja Etc. Complete Up To Floor Two Levels. All Reinforcement Of Peripheral Bond Beam, Grooves And Inside Aac Slab, Lintel, And Chhajja Shall Be Paid @ Sor Rate (Including Tender Percentage) Separately. Quantity Of Reinforcement Steel Provided Inside Aac Slab, Lintel And Chhajja Shall Be Ascertained On The Basis Of Manufacturer’S Certificate And Also By Random Destructive Testing Done By Engineer-In-Charge Or His Representative For Which Cost Of Samples And Testing Charges Shall Be Borne By The Contractor. Deflection & Ultimate Load Test For Aac Reinforced Roof Slab And Lintel Shall Be As Per Annex. B Of Is: 6073 -2006 And Criteria For Conformity And Sampling Shall Be As Per Clause-13 Of Is: 6073 -2006. 39 7.1 7.1.1 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4147.0 40 7.2 7.2.1 Cement Mortar 1:6 (1Cement: 6 Sand). Cum 4351.0 41 7.4 7.4.1 Square Or Rectangular Pillars Cum 213.0 7.4.2 Circular Pillars. Cum 894.0 42 7.6 7.6.1 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4603.0 7.6.2 Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4342.0 43 7.7 7.7.1 Masonry Work (First Sort) In Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4803.0 7.7.2 Masonry Work (Second Sort) , In Cement Mortar 1:6 (1 Cement : 6 Sand) Cum 4541.0 44 7.9 7.9.1 Square Or Rectangular Pillars Cum 235.0 7.9.2 Circular Pillars. Cum 1003.0 7.9.3 Extra For Coursed Rubble Masonry With Hard Stone (First Or Second Sort) Curved On Plan For A Mean Radius Not Exceeding 6 M. Cum 384.0 45 7.26 7.26.1 Red Sand Stone: With Common Burnt Clay Bricks Of 25 Kg/Cm2 Compressive Strength. Sqm 1196.0 7.26.2 White Sand Stone With Common Burnt Clay Bricks Of 25 Kg/Cm2 Compressive Strength. Sqm 1196.0 46 7.27 7.27.1 Red Sand Stone Sqm 744.0 7.27.2 White Sand Stone Sqm 744.0 47 7.32 Note: - The Quantity Will Be Calculated By Multiplying The Depth Measured From Sub - Soil Water Level Up To The Centre Of Gravity Of Stone Work Under Sub - Water With The Quantity Of Stone Work In Cum Executed Under The Sub - Soil Water. The Depth Of Centre Of Gravity Shall Be Reckoned Correct To 0.1 M. 0.05 M Or More Shall Be Taken As 0.1 M And Less Than 0.05 M Ignored. 48 8.2 (A) Structural Analysis And Design And Preparation Of Shop Drawings For The Specified Design Loads Conforming To Is 875 Part Iii (The System Must Passed The Proof Test At 1.5 Times Design Wind Pressure Without Any Failure), Including Functional Design Of The Aluminum Sections For Fixing Glazing Panels Of Various Thicknesses, Aluminium Cleats, Sleeves And Splice Plates Etc. Gaskets, Screws, Toggles, Nuts, Bolts, Clamps Etc., Structural And Weather Silicone Sealants, Flashings, Fire Stop (Barrier)-Cum-Smoke Seals, Microwave Cured Epdm Gaskets For Water Tightness, Pressure Equalisation And Drainage And Protection Against Fire Hazard Including: (B) Fabricating And Supplying Serrated M.S. Hot Dip Galvanised / Aluminium Alloy Of 6005 T5 Brackets Of Required Sizes, Sections And Profiles Etc. To Accommodate 3 Dimentional Movement For Achieving Perfect Verticality And Fixing Structural Glazing System Rigidly To The Rcc/ Masonry/Structural Steel Framework Of Building Structure Using Stainless Steel Anchor Fasteners/ Bolts, Nylon Seperator To Prevent Bimetallic Contacts With Nuts And Washers Etc. Of Stainless Steel Grade 316, Of The Required Capacity And In Required Numbers. (C) Providing And Filling, Two Part Pump Filled, Structural Silicone Sealant And One Part Weather Silicone Sealant Compatible With The Structural Silicone Sealant Of Required Bite Size In A Clean And Controlled Factory / Work Shop Environment, Including Double Sided Spacer Tape, Setting Blocks And Backer Rod, All Of Approved Grade, Brand And Manufacture, As Per The Approved Sealant Design, Within And All Around The Perimeter For Holding Glass. (D) Providing And Fixing In Position Flashings Of Solid Aluminium Sheet 1 Mm Thick And Of Sizes, Shapes And Profiles, As Required As Per The Site Conditions, To Seal The Gap Between The Building Structure And All Its Interfaces With Curtain Glazing To Make It Watertight. (E) Making Provision For Drainage Of Moisture/ Water That Enters The Curtain Glazing System To Make It Watertight, By Incorporating Principles Of Pressure Equalization, Providing Suitable Gutter Profiles At Bottom (If Required), Making Necessary Holes Of Required Sizes And Of Required Numbers Etc. Complete. This Item Includes Cost Of All Inputs Of Designing, Labour For Fabricating And Installation Of Aluminium Grid, Installation Of Glazed Units, Tandp, Scaffolding And Other Incidental Charges Including Wastages Etc., Enabling Temporary Structures And Services, Cranes Or Cradles Etc. As Described Above And As Specified. The Item Includes The Cost Of Getting All The Structural And Functional Design Including Shop Drawings Checked By A Structural Designer, Dully Approved By Engineer-In-Charge. The Item Also Includes The Cost Of All Mock Ups At Site, Cost Of All Samples Of The Individual Components For Testing In An Approved Laboratory, Field Tests On The Assembled Working Structural Glazing As Specified, Cleaning And Protection Till The Handing Over Of The Building For Occupation. In The End, The Contractor Shall Provide A Water Tight Structural Glazing Having All The Performance Characteristics Etc. All Complete As Required, As Per The Architectural Drawings, As Per Item Description, As Specified, As Per The Approved Shop Drawings And As Directed By The Engineerin- Charge. Note: - 1. The Cost Of Providing Extruded Aluminium Frames, Shadow Boxes, Extruded Aluminium Section Capping For Fixing In The Grooves Of The Curtain Glazing And Vermin Proof Stainless Steel Wire Mesh Shall Be Paid For Separately Under Relevant Items Under This Sub- Head. However, For The Purpose Of Payment, Only The Actual Area Of Structural Glazing (Including Width Of Grooves) On The External Face Shall Be Measured In Sqm. Upto Two Decimal Places.Note: 2. The Following Performance Test Are To Be Conducted On Structural Glazing System If Area Of Structural Glazing Exceeds 2500 Sqm From The Certified Laboratories Accreditated By Nabl (National Accreditation Board For Testing And Calibration Laboratories), Department Of Science And Technologies, India. Cost Of Testing Is Inclusive In The Rates. Performance Testing Of Structural Glazing System Tests To Be Conducted In The Nabl Certified Laboratories(1) Performance Laboratory Test For Air Leakage Test (-50Pa To – 300Pa) And (+50Pa To +300Pa) As Per Astm E-283-04 Testing Method For A Range Of Testing Limit 1 To 200 Mvhr”(2) Static Water Penetration Test. (50Pa To 1500Pa) As Per Astme- 331-09 Testing Method For A Range Upto 2000 Ml.”(3) Dynamic Water Penetration (50Pa To 1500Pa) As Per Aama 501.01-05 Testing Method For A Range Upto 2000 Ml”(4) Structural Performance Deflection And Deformation By Static Air Pressure Test (1.5 Times Design Wind Pressure Without Any Failure) As Per Astme-330-10 Testing Method For A Range Upto 50 Mm”(5) Seismic Movement Test (Upto 30 Mm) As Per Aama 501.4-09 Testing Method For Qualitative Test” Tests To Be Conducted On Site (6) Onsite Test For Water Leakage For A Pressure Range 50 Kpa To 240 Kpa (35Psi) Upto 2000Ml” 49 8.3 (I) Coloured Tinted Float Glass 6Mm Thick Substrate With Reflective Soft Coating On Face # 2, + 12Mm Airgap + 6Mm Heat Strengthened Clear Glass Of Approved Make Having Properties As Visible Light Transmittance (Vlt) Of 25 To 35 %, Light Reflection Internal 10 To 15%, Light Reflection External 10 To 20 %, Shading Coefficient (0.25- 0.28) And U Value Of 3.0 To 3.3 W/M2 Degree K Etc. The Properties Of Performance Glass Shall Be Decided By Technical Sanctioning Authority As Per The Site Requirement. 50 8.5 The Insulation Layer Shall Have Facing (Factory Bonded On Surface # 1 Of The Fibre Glass Insulation Layer), Of Black Non- Woven Fibre Glass Tissue Of Nominal Thickness 0.5 Mm And Nominal Mass Not Less Than 60 Gm/Sqm, Made Of Randomly Oriented Glass Fibres Distributed In A Binder By A Wet-Lay Process Including Fixing 1.5 Mm Thick Solid Aluminum Sheet Backing Using, 6 Mm Thick Cement Board Including Ss Rivets, Nuts, Bolts,Washers Etc Complete. 51 8.6 %, Light Reflection Internal 10 To 15%, Light Reflection External 10 To 20 %, Shading Coefficient (0.25- 0.28) And U Value Of 3.0 To 3.3 W/M2 Degree K Etc. The Properties Of Performance Glass Shall Be Decided By Technical Sanctioning Authority As Per The Site Requirement. 52 8.7 A) Structural Analysis And Design And Preparation Of Shop Drawings For Pressure Equalisation Or Rain Screen Principle As Required, Proper Drainage Of Water To Make It Watertight Including Checking Of All The Structural And Functional Design. B) Providing, Fabricating And Supplying And Fixing Panels Of Aluminium Composite Panel Cladding In Pan Shape In Metalic Colour Of Approved Shades.The Aluminium Composite Panel Cladding Sheet Shall Be Coil Coated, With Kynar 500 Based Pvdf / Fluoropolymer Resin Coating Of Approved Colour And Shade On Face # 1 And Polymer (Service) Coating On Face # 2 As Specified Using Stainless Steel Screws, Nuts, Bolts, Washers, Cleats, Weather Silicone Sealant, Backer Rods Etc. C) The Fastening Brackets Of Aluminium Alloy 6005 T5 / Ms With Hot Dip Galvanised With Serrations And Serrated Washers To Arrest The Wind Load Movement, Fasteners, Ss 316 Pins And Anchor Bolts Of Approved Make In Ss 316, Nylon Separators To Prevent Bi-Metallic Contacts All Complete Required To Perform As Per Specification And Drawing The Item Includes Cost Of All Material And Labour Component, The Cost Of All Mock Ups At Site, Cost Of All Samples Of The Individual Components For Testing In An Approved Laboratory, Field Tests On The Assembled Working Curtain Wall With Aluminium Composite Panel Cladding, Cleaning And Protection Of The Curtain Wall With Aluminium Composite Panel Cladding Till The Handing Over Of The Building For Occupation. Base Frame Work For Acp Cladding Is Payable Under The Relevant Aluminium Items. The Contractor Shall Provide Curtain Wall With Aluminium Composite Panel Cladding, Having All The Performance Characteristics All Complete, As Per The Architectural Drawings, As Per Item Description, As Specified, As Per The Approved Shop Drawings And As Directed By The Engineer- In-Charge. However, For The Purpose Of Payment, Only The Actual Area On The External Face Of The Curtain Wall With Aluminum Composite Panel Cladding (Including Width Of Groove) Shall Be Measured In Sqm. Upto Two Decimal Places. 4 Mm Thick Alumminium Composite Pannel Material Consisting Of 3 Mm Thick Fr Grade Mineral Core Sandwiched Between Two Alumminium Sheets (Each 0.5Mm Thick) Sqm 3800.0 4 Mm Thick Alumminium Composite Pannel Material Consisting Of 3.5 Mm Thick Fr Grade Mineral Core Sandwiched Between Two Alumminium Sheets (Each 0.25Mm Thick) Sqm 3556.0 3 Mm Thick Alumminium Composite Pannel Material Consisting Of 2.5 Mm Thick Fr Grade Mineral Core Sandwiched Between Two Alumminium Sheets (Each 0.25Mm Thick) Sqm 3312.0 53 9.1 9.1.1 Second Class Teak Wood Cum 90618.0 9.1.2 Sal Wood Cum 71309.0 9.1.3 Kiln Head Wood Seasoned And Chemically Treated Hard Wood (Haldu, Kail, Bija Wood.) Cum 72744.0 9.1.4 Factory Made Kiln Seasoned, Chemically Treated, Finger Jointed At Spacing Not Closer Than 50 Cm, 2Nd Class Hard Wood 9.1.4.1 Frame Of Size 100Mmx60Mm Single Or Double Rebate Meter 389.0 9.1.4.2 Frame Of Size 120Mmx60Mm Double Rebate. Meter 457.0 54 9.3 9.3.1 Sal Wood Cum 76229.0 9.3.2 Kiln Seasoned And Chemically Treated Hardwood Haldu, Kail, Bija Wood. Cum 77538.0 9.3.3 Factory Made Kiln Seasoned, Chemically Treated, Finger Jointed At Spacing Not Closer Than 50 Cm, 2Nd Class Hard Wood. Cum 64833.0 55 9.5 9.5.1 Second Class Teak Wood 9.5.1.1 35 Mm Thick Shutters Sqm 2776.0 9.5.1.2 30 Mm Thick Shutters Sqm 2448.0 9.5.2 Kiln Seasoned And Chemically Treated Hardwood Haldu, Kail, Bija Wood. 9.5.2.1 35 Mm Thick Shutters Sqm 2205.0 9.5.2.2 30 Mm Thick Shutters Sqm 1956.0 9.5.3 Kiln Seasoned Selected Planks Of Sheesham Wood. 9.5.3.1 35 Mm Thick Shutters Sqm 2060.0 9.5.3.2 30 Mm Thick Shutters Sqm 1816.0 9.5.4 Factory Made Kiln Seasoned Chemically Treated And Finger Jointed At Spacing Not Closer Than 50Cm, 2Nd Class Hard Wood Shutters 9.5.4.1 35 Mm Thick Sqm 1089.0 9.5.4.2 30 Mm Thick Sqm 969.0 56 9.6 9.6.1 Second Class Teak Wood Sqm 2215.0 9.6.2 Kiln Seasoned And Chemically Treated Hardwood Haldu, Kail, Bija Wood. Sqm 1763.0 9.6.3 15Mm Thick Factory Made Kiln Seasoned, Chemically Treated And Finger Jointed At Spacing Not Closer Than 50Cm, 2Nd Class Hard Wood. Sqm 971.0 9.6.4 Ply Wood 5 Ply, 9 Mm Thick : 9.6.4.1 Decorative Plywood Both Side Decorative Veneer (Type - I) Conforming To Is 1328 Bwr Type. Sqm 1439.0 9.6.4.2 Decorative Plywood One Side Decorative Veneer And Commercial Veneer On Other Face (Type 1) Conforming To Is 1328 Bwr Type Sqm 1369.0 9.6.5 Ply Wood 7 Ply, 9 Mm Thick : 9.6.5.1 Decorative Plywood Both Side Decorative Veneer (Type - I) Conforming To Is 1328 Bwr Type. Sqm 1861.0 9.6.5.2 Decorative Plywood One Side Decorative Veneer And Commercial Veneer On Other Face (Type 1) Conforming To Is 1328 Bwr Type Sqm 1650.0 9.6.6 Particle Board 12 Mm Thick 9.6.6.1 Plain Particle Board Flat Pressed, 3 Layer Or Graded Wood Particle Board Medium Density Grade I, Is: 3087 Marked. Sqm 791.0 9.6.6.2 Veneered Flat Pressed Three Layer Or Graded Wood Particle Board With Commercial Veneering On Both Sides Conforming To Is: 3097, Grade I. Sqm 1087.0 9.6.6.3 Pre-Laminated Particle Board With Sqm 1333.0 Decorative Lamination On One Side And Balancing Lamination On Other Side, Grade I, Type Ii Is: 12823 Marked. 9.6.6.4 Pre-Laminated Particle Board With Decorative Lamination On Both Sides, Grade I, Type Ii, Is: 12823 Marked. Sqm 1390.0 9.6.6.5 Coir Veneer Board (Conforming To Is 14842) 12 Mm Thick Sqm 1298.0 9.6.7 Float Glass Panes 9.6.7.1 4 Mm Thick Glass Pane (Weight Not Less Than 10 Kg/Sqm) Sqm 973.0 9.6.7.2 5 Mm Thick Glass Pane (Weight Not Less Than 12.5 Kg/Sqm) Sqm 1046.0 9.6.8 Fly Proof Stainless Steel Grade 304 Wire Gauge With 0.5 Mm Dia. Wire And 1.4 Mm Wide Aperture With Matching Wood Beading Sqm 1532.0 9.6.8.1 4Mm To 5Mm Thick Integral Pvc Form Sheet With Celluka Finish Surface On Both Side With Density Not Less Than 600 Kg/Cum Sqm 580.0 9.6.8.2 4Mm To 5Mm Thick Laminated Pvc Form Sheet With Density Not Less Than 600 Kg/Cum, Laminated On Both Sides By 0.12 Mm Thick Laminated Sheet With Density Not Less Than 1400 Kg/Cum Sqm 754.0 57 9.7 9.7.1 12Mm Thick Plain Grade - 1, Medium Density Flat Pressed Three Layer Particle Board Fpt - I Or Graded Wood Particle Board Fpt - I Is : 3087 Marked Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 : Sqm 2717.0 9.7.2 12 Mm Thick Pre-Laminated Particle Board (Decorative Lamination On Both Sides) Grade - 1, Medium Density Flat Pressed, Three Layer Particle Board Fpt - I Or Graded Wood Particle Board Fpt - I, Conforming To Is : 3087 Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 And Pre- Lamination Conforming To Is : 12823 Grade 1, Type - Ii Marked: Sqm 2868.0 9.7.3 12 Mm Thick One Side Pre-Laminated Particle Board (Decorative Lamination On One Side And Other Sides Balancing Lamination) Grade - 1 Medium Density Flat Pressed, Three Layer Particle Board Fpt - I Or Graded Wood Particle Board Fpt-1 Conforming To Is : 3087 Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 And Prelamination Conforming To Is : 12823 Grade -1, Type Ii Marked: Sqm 2775.0 58 9.8 9.8.1 Second Class Teak Wood 9.8.1.1 35 Mm Thick Sqm 3408.0 9.8.1.2 30 Mm Thick Sqm 3033.0 9.8.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood 9.8.2.1 35 Mm Thick Sqm 2758.0 9.8.2.2 30 Mm Thick Sqm 2474.0 9.8.3 Kiln Seasoned Selected Planks Of Sheesham Wood. 9.8.3.1 35 Mm Thick Sqm 2594.0 9.8.3.2 30 Mm Thick Sqm 2331.0 9.8.4 Factory Made Kiln Seasoned Chemically Treated And Finger Jointed At Spacing Not Closer Than 50Cm, 2Nd Class Hard Wood Shutters 9. 8.4.1 30 Mm Thick Shutters Sqm 1469.0 9. 8.4.2 35 Mm Thick Shutters Sqm 1589.0 59 9.1 9.10.1 5 Mm Thick Instead Of 4 Mm Thick. Sqm 73.0 9.10.2 10 To 12 Mm Float Glass Sqm 132.0 9.10.3 5.5 Mm Safety Glass Sqm 400.0 9.10.4 10-12Mm Safety Glass Sqm 960.0 60 9.13 Deduct For Not Providing Hinges In Doors, Windows Or Clerestory Window Shutters With : 9.14.1 Stainless Steel Butt Hinges With Stainless Steel Screws For 2Nd Class Teak Wood And Other Class Of Wood Shutters. Sqm 170.0 9.14.2 Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size For 2Nd Class Teak Wood And Other Class Of Wood Shutters. Sqm 53.0 61 9.15 9.15.1 Panelled Or Panelled And Glazed Shutters : 9.15.1.1 Using Isi Marked Anodised Aluminium Butt Hinges With Necessary Screws. Sqm 2736.0 9.15.1.2 Using Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2753.0 9.15.2 Glazed Shutters : 9.15.2.1 Second Class Teak Wood Including Isi Marked Anodised Aluminium Butt Hinges With Necessary Screws. Sqm 2815.0 9.15.2. 2Nd Class Teak Wood Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2759.0 62 9.16 9.16.1 12 Mm Thick Sqm 555.0 9.16.2 18 Mm Thick Sqm 654.0 63 9.17 9.17.1 18 Mm Thick Sqm 1270.0 9.17.2 25 Mm Thick Sqm 1383.0 64 9.18 9.18.1 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. Sqm 2600.0 9.18.2 30 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. Sqm 2370.0 9.18.3 25 Mm Thick (For Cupboard) Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges Is: 3818 Marked With Necessary Screws. Sqm 2119.0 65 9.19 9.19.1 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. Sqm 1622.0 9.19.2 30 Mm Thick Including Isi Marked Sqm 1564.0 Stainless Steel Butt Hinges With Necessary Screws. 9.19.3 25Mm Thick (For Cupboard) Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 1533.0 66 9.22 9.22.1 Rectangular Or Square. Sqm 157.0 9.22.2 Circular. Sqm 244.0 67 9.25 9.25.1 35 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.25.1.1 Second Class Teak Wood. Sqm 3174.0 9.25.1.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2599.0 9.25.1.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2452.0 9.25.2 35 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size. 9.25.2.1 Second Class Teak Wood. Sqm 3291.0 9.25.2.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2716.0 9.25.2.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2569.0 9.25.3 30 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.25.3.1 Second Class Teak Wood. Sqm 2797.0 9.25.3.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2306.0 9.25.3.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2179.0 9.25.4 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size. 9.25.4.1 Second Class Teak Wood. Sqm 2914.0 9.25.4.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2423.0 9.25.4.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2296.0 68 9.26 9.26.1 35 Mm Thick Shutters Sqm 2427.0 9.26.2 30 Mm Thick Shutters Sqm 2102.0 69 9.28 9.28.1 25 Mm Long Each 16.0 9.28.2 32 Mm Long Each 18.0 9.28.3 40 Mm Long Each 21.0 9.28.4 50 Mm Long Each 25.0 9.28.5 60 Mm Long Each 28.0 70 9.29 9.29.1 40 Mm Thick. Sqm 5407.0 9.29.2 25 Mm Thick. Sqm 3469.0 9.29.3 20 Mm Thick Sqm 2802.0 9.29.4 12 Mm Thick Sqm 1768.0 71 9.3 9.30.1 12 Mm Thick Sqm 1174.0 9.30.2 18 Mm Thick Sqm 1410.0 9.30.3 25 Mm Thick Sqm 1525.0 72 .9.32 73 9.34 9.34.1 18 Mm Thick Sqm 1626.0 9.34.2 25 Mm Thick Sqm 1741.0 74 9.35 9.35.1 2Nd Class Teak Wood 9.35.1.1 50X12 Mm Metre 102.0 9.35.1.2 50 X 20 Mm Metre 147.0 9.35.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. 9.35.2.1 50X12 Mm Metre 85.0 9.35.2.2 50X20 Mm Metre 119.0 75 9.39 9.39.1 Non Decorative Veneer On Both Sides. Metre 34.0 9.39.2 Particle Board With Decorative Veneering On Both Sides. Metre 102.0 76 9.41 9.41.1 12 Mm Dia. Metre 289.0 9.41.2 20 Mm Dia. Metre 377.0 9.41.3 25 Mm Dia. Metre 382.0 77 9.42 9.42.1 20 Mm Dia (Heavy Type) Metre 127.0 9.42.2 25 Mm Dia (Heavy Type) Metre 141.0 78 9.43 9.43.1 Fixed To Steel Windows By Welding. Kg 91.0 9.43.2 Fixed To Openings /Wooden Frames With Rawl Plugs Screws Etc. Kg 100.0 79 9.46 9.46.1 With 2Nd Class Teak Wood Beading 62X19 Mm. Sqm 1000.0 9.46.2 With 12 Mm Mild Steel U Beading. Sqm 681.0 80 9.5 9.50.1 125X65X2.12 Mm Each 30.0 9.50.2 100X58X1.90 Mm Each 23.0 9.50.3 75X47X1.70 Mm Each 18.0 9.50.4 50X37X1.50 Mm Each 10.0 81 9.51 9.51.1 125X90X4.00 Mm Each 53.0 9.51.2 100X75X3.50 Mm Each 35.0 9.51.3 75X60X3.10 Mm Each 21.0 9.51.4 50X40X2.50 Mm Each 13.0 82 9.52 9.52.1 125X65X2.12 Mm Each 32.0 9.52.2 100X58X1.90 Mm Each 23.0 9.52.3 75X47X1.70 Mm Each 17.0 9.52.4 50X37X1.50 Mm Each 10.0 83 9.53 9.53.1 150X125X27X2.80 Mm Each 58.0 9.53.2 125X125X27X2.80 Mm Each 55.0 9.53.3 100X125X27X2.80 Mm Each 46.0 9.53.4 75X100X20X2.24 Mm Each 39.0 84 9.54 9.54.1 150 Mm Each 169.0 9.54.2 125 Mm Each 163.0 9.54.3 100 Mm Each 131.0 85 9.55 9.55.1 150 Mm Each 174.0 9.55.2 125 Mm Each 163.0 9.55.3 100 Mm Each 137.0 86 9.56 9.56.1 Overall Width 35 Mm. Metre 133.0 9.56.2 Overall Width 50 Mm. Metre 138.0 9.56.3 Overall Width 65 Mm. Metre 141.0 87 9.57 9.57.1 300X16 Mm Each 170.0 9.57.2 250X16 Mm Each 157.0 88 9.58 9.58.1 250X10 Mm Each 68.0 9.58.2 200X10 Mm Each 60.0 9.58.3 150X10 Mm Each 42.0 9.58.4 100X10 Mm Each 35.0 89 0.6 9.60.1 300X20X6 Mm Each 72.0 9.60.2 250X20X6 Mm Each 67.0 90 9.61 9.61.1 125 Mm Each 27.0 9.61.2 100 Mm Each 25.0 9.61.3 75 Mm Each 24.0 91 9.62 9.62.1 150 Mm Each 23.0 9.62.2 115 Mm Each 20.0 9.62.3 90 Mm Each 17.0 92 9.63 9.63.1 300 Mm Weighing Not Less Than 200 Gms. Each 40.0 9.63.2 250 Mm Weighing Not Less Than 150 Gms. Each 34.0 9.63.3 200 Mm Weighing Not Less Than 120 Gms. Each 28.0 93 9.65 9.65.1 300X16 Mm Each 389.0 9.65.2 250X16 Mm Each 326.0 94 9.66 9.66.1 250X10 Mm Each 148.0 9.66.2 200X10 Mm Each 93.0 9.66.3 150X10 Mm Each 71.0 9.66.4 100X10 Mm Each 50.0 95 9.68 9.68.1 300X20X6 Mm Each 211.0 9.68.2 250X20X6 Mm Each 173.0 96 9.69 9.69.1 125 Mm Each 60.0 9.69.2 100 Mm Each 54.0 9.69.3 75 Mm Each 48.0 97 9.7 9.70.1 150 Mm Each 37.0 9.70.2 115 Mm Each 33.0 9.70.3 90 Mm Each 26.0 98 9.71 9.71.1 300 Mm Weighing Not Less Than 200 Gms. Each 79.0 9.71.2 250 Mm Weighing Not Less Than 150 Gms. Each 61.0 9.71.3 200 Mm Weighing Not Less Than 120 Gms. Each 49.0 99 9.73 9.73.1 125X64X1.90 Mm Each 67.0 9.73.2 100X58X1.90 Mm Each 59.0 9.73.3 75X47X1.80 Mm Each 39.0 9.73.4 50X37X1.50 Mm Each 25.0 100 9.74 9.74.1 125X64X2.50 Mm Each 76.0 9.74.2 100X60X2.50 Mm Each 60.0 9.74.3 75X50X2.50 Mm Each 46.0 101 9.77 9.77.1 125X85X5.5 Mm (Heavy Type) Each 456.0 9.77.2 125X70X4 Mm (Ordinary Type) Each 148.0 9.77.3 100X85X5.5 Mm (Heavy Type) Each 387.0 9.77.4 100X70X4 Mm (Ordinary Type) Each 117.0 9.77.5 75X65X4 Mm (Heavy Type) Each 145.0 9.77.6 75X40X2.5 Mm (Ordinary Type) Each 74.0 9.77.7 50X40X2.5 Mm (Ordinary Type) Each 32.0 102 9.78 9.78.1 150X125X27X5 Mm Each 385.0 9.78.2 125X125X27X5 Mm Each 345.0 9.78.3 100X125X27X5 Mm Each 304.0 9.78.4 75X100X20X3.2 Mm Each 239.0 103 9.79 9.79.1 400X10 Mm Each 400.0 9.79.2 250X10 Mm Each 329.0 9.79.3 200X10 Mm Each 261.0 9.79.4 150X10 Mm Each 221.0 9.79.5 100X10 Mm Each 142.0 104 9.8 9.80.1 300X16X5 Mm Each 237.0 9.80.2 250X16X5 Mm Each 225.0 105 9.81 9.81.1 125 Mm Each 205.0 9.81.2 100 Mm Each 181.0 9.81.3 75 Mm Each 141.0 106 9.82 9.82.1 300X16Mm Each 407.0 9.82.2 250X16Mm Each 374.0 107 9.87 9.87.1 40 Mm Each 144.0 9.87.2 50 Mm Each 150.0 9.87.3 65 Mm Each 162.0 9.87.4 75 Mm Each 185.0 108 9.39 9.91.1 300 Mm Weighing Not Less Than 330 Gms Each 184.0 9.91.2 250 Mm Weighing Not Less Than 280 Gms Each 147.0 9.91.3 200 Mm Weighing Not Less Than 240 Gms Each 136.0 109 9.92 9.92.1 150 Mm Each 115.0 9.92.2 115 Mm Each 94.0 9.92.3 90 Mm Each 80.0 110 9.99 9.99.1 Size 40 Mm Each 144.0 9.99.2 Size 50 Mm Each 156.0 9.99.3 Size 65 Mm Each 167.0 9.99.4 Size 75 Mm Each 196.0 111 9.101 9.101.1 300X16Mm Each 268.0 9.101.2 250X16Mm Each 245.0 112 9.102 9.102.1 400X10Mm Each 260.0 9.102.2 300X10Mm Each 198.0 9.102.3 250X10Mm Each 164.0 9.102.4 200X10 Mm Each 113.0 9.102.5 150X10 Mm Each 91.0 9.102.6 100X10 Mm Each 73.0 113 9.1 9.103.1 300X16X5Mm Each 255.0 9.103.2 250X16X5Mm Each 243.0 114 9.104 115 9.105 9.105.1 125 Mm Each 241.0 9.105.2 100 Mm Each 206.0 9.105.3 75 Mm Each 182.0 116 9.106 117 9.107 9.107.1 300 Mm Weighing Not Less Than 330 Gms Each 207.0 9.107.2 250 Mm Weighing Not Less Than 280 Gms Each 178.0 9.107.3 200 Mm Weighing Not Less Than 240 Gms Each 149.0 118 9.108 Note:- Aluminum Hinges Shall Not Be Used In Wooden Shutters. 9.108.1 125X75X4 Mm Each 115.0 9.108.2 125X63X4 Mm Each 108.0 9.108.3 100X75X4 Mm Each 95.0 9.108.4 100X63X4 Mm Each 93.0 9.108.5 100X63X3.2 Mm Each 90.0 9.108.6 75X63X4 Mm Each 77.0 9.108.7 75X63X3.2 Mm Each 75.0 9.108.8 75X45X3.2 Mm Each 67.0 119 9.109 9.109.1 300X16 Mm Each 241.0 9.109.2 250X16 Mm Each 195.0 120 9.11 9.110.1 400X10Mm Each 123.0 9.110.2 300X10 Mm Each 114.0 9.110.3 250X10 Mm Each 102.0 9.110.4 200X10 Mm Each 82.0 9.110.5 150X10 Mm Each 69.0 9.110.6 100X10 Mm Each 55.0 121 9.111 122 9.112 123 9.113 9.113.1 125 Mm Each 75.0 9.113.2 100 Mm Each 55.0 9.113.3 75 Mm Each 46.0 124 9.114 9.114.1 Single Rubber Stopper Each 35.0 9.114.2 Twin Rubber Stopper Each 86.0 125 9.115 126 9.116 127 9.117 128 9.118 9.118.1 125X34X24 Mm Weighing Not Less Than 23 Gms. Each 44.0 9.118.2 150X34X24 Mm Weighing Not Less Than 26 Gms. Each 48.0 129 9.119 9.119.1 75X60X10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms. Each 62.0 9.119.2 100X75X10 Mm Fitted With 5.5 Mm Dia Ms Bright Bar Rod Weighing Not Less Than 53 Gms. Each 82.0 130 9.12 9.120.1 152X42X18 Mm Weighing Not Less Than 60 Gms. Each 87.0 9.120.2 202X42X18 Mm Weighing Not Less Than 78 Gms. Each 106.0 131 9.121 132 9.122 133 9.123 9.123.1 35 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.123.1.1 Second Class Teak Wood. Sqm 3583.0 9.123.1.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 3008.0 9.123.1.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2862.0 9.123.2 35 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size. 9.123.2.1 Second Class Teak Wood. Sqm 3700.0 9.123.2.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 3125.0 9.123.2.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2979.0 9.123.3 30 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.123.3.1 Second Class Teak Wood. Sqm 3206.0 9.123.3.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2715.0 9.123.3.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2589.0 9.123.4 30 Mm Thick Shutters With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size. 9.123.4.1 Second Class Teak Wood. Sqm 3323.0 9.123.4.2 Kiln Seasoned And Chemically Treated Haldu, Kail, Bija Wood. Sqm 2832.0 9.123.4.3 Kiln Seasoned Selected Class Of Sheesham Wood. Sqm 2706.0 134 9.124 9.124.1 With 2Nd Class Teak Wood Beading 62X19 Mm. Sqm 1689.0 9.124.2 With 12 Mm Mild Steel U Beading. Sqm 1370.0 135 9.126 136 9.127 137 9.128 138 9.129 9.129.1 Triple Strip Vertical Type. Each 28.0 9.129.2 Double Strip (Horizontal Type). Each 23.0 139 9.131 9.131.1 300Mm Long Each Set 209.0 9.131.2 450Mm Long Each Set 256.0 9.131.3 500Mm Long Each Set 302.0 140 9.132 141 9.133 9.133.1 Marine Plywood Conforming To Is: 710 Sqm 1591.0 9.133.2 Fire Retardant Plywood Conforming To Is: 5509 Sqm 1660.0 142 9.134 9.134.1 1.5 Mm Thick. Sqm 851.0 9.134.2 1.0 Mm Thick. Sqm 691.0 143 9.135 144 9.136 9.136.1 With Decorative Veneering On One Side And Commercial Veneering On Other Side. Sqm 1433.0 9.136.2 With Non Decorative Veneering On Both Sides. Sqm 1322.0 145 9.137 146 9.138 9.138.1 12 Mm Thick. Sqm 919.0 9.138.2 18 Mm Thick. Sqm 1161.0 9.138.3 25 Mm Thick. Sqm 1230.0 147 9.139 148 9.14 9.140.1 18 Mm Thick Sqm 1493.0 9.140.2 25 Mm Thick Sqm 2017.0 149 9.143 25Mm To 40Mm Thick: Pre-Laminated With Decorative Lamination On Both Side Exterior Grade - I Mdf Board 12 Mm Thick Confirming To Is:14587 150 9.145 9.145.1 Board 12 Mm Thick Sqm 811.0 9.145.2 Board 18 Mm Thick Sqm 943.0 151 9.146 9.146.1 18 Mm Thick Sqm 1055.0 9.146.2 25 Mm Thick Sqm 1420.0 152 9.158 9.158.1 Extruded Section Profile Size 48X40 Mm. Metre 203.0 9.158.2 Extruded Section Profile Size 42X50 Mm. Metre 208.0 153 9.159 154 9.161 155 9.165 156 9.166 9.166.1 Plain Pvc Door Shutters. Sqm 2026.0 9.166.2 Pre Laminated Pvc Door Shutters. Sqm 2490.0 157 9.167 158 9.168 Non Decorative Finish. Sqm 2026.0 Decorative Finish (Both Side Wood Grained Finish). Sqm 2432.0 159 9.175 160 9.176 9.176.1 Non Decorative Finish (Matt Finish). Sqm 2037.0 9.176.2 Decorative Finish (Wood Grained Finish). Sqm 2142.0 161 9.177 162 9.182 163 9.183 164 9.184 165 9.185 166 9.186 167 9.187 9.187.1 Casement Window (Outward/Inward Opening) With Hinge System. 9.187.1.1 Frame (50 Mm X 50Mm) Metre 422.0 9.187.1.2 Sash (Style And Rail) (62 Mm X 34 Mm) Metre 403.0 9.187.1.3 Mullion (Intermediate Section) (66Mm X 50 Mm) Metre 434.0 9.187.1.4 ‘T Profile (One Vertical Length In Between Two Shutters) (24Mm X 34.5Mm) Metre 99.0 9.187.1.5 Glazing Bead (12Mm X 18Mm) Metre 130.0 9.187.2 Casement Window (With Friction Hinge And Outward Opening) 9.187.2.1 Casement Frame (67Mm X 62Mm) Metre 495.0 9.187.2.2 Casement Window Sash/Mullion (67Mm X75Mm) (Style, Rail And Intermediate Section) Metre 519.0 9.187.2.3 Casement Glazing Bead (35Mm X 18 Mm) Metre 178.0 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67Mm X 52Mm) Metre 9.187.3.2 Sliding Window Sash (60Mm X 44Mm) Metre 529.0 9.187.3.3 Sliding Interlock For Window (One Vertical Length In Each Shutter)(45.5 Mm X 28 Mm) Metre 139.0 9.187.3.4 Sliding Glazing Bead (35 Mm X 18 Mm) Metre 178.0 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67Mm X 52Mm) Metre 539.0 9.187.4.2 Sliding Door Sash (80Mm X 44Mm) Metre 653.0 9.187.4.3 Sliding Interlock For Door (One Vertical Length In Each Shutter) (45.5 Mm X 28 Mm) Metre 139.0 9.187.4.4 Sliding Glazing Bead (35 Mm X 18 Mm) Metre 178.0 168 9.188 9.188.1 200 X 19 X 1.9 Mm Each 321.0 9.188.2 250 X 19 X 1.9 Mm Each 369.0 9.188.3 300 X 19 X 1.9 Mm Each 462.0 9.188.4 350 X 19 X 1.9 Mm Each 526.0 9.188.5 400 X 19 X 1.9 Mm Each 636.0 169 9.189 170 9.191 171 9.192 172 9.193 173 9.194 Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-In-Charge. (Single / Double Glass Panes And Silicon Sealant Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerancein Dimension 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 Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 0.75 Sqm.) 9.193.1 Casement Window Single Panel With S.S. Friction Hinges (300 X 19 X 1.9 Mm), Made Of (Small Series) Frame 47 X 50 Mm & Sash 47 X 68 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glass Pane Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 0.75 Sqm.) Sqm 6798.0 9.193.2 Casement Window Double Panels With S.S. Friction Hinges (300 X 19 X 1.9 Mm) Made Of (Small Series) Frame 47 X 50 Mm, Sash 47 X 68 Mm & Mullion 47 X 68 Mm All Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Above 0.75 Sqm Upto 1.50 Sqm). Sqm 6221.0 9.193.3 Casement Window Double Panels With Top Fixed With S.S. Friction Hinges (350 X 19 X 1.9 Mm) Made Of (Small Series) Frame 47 X 50 Mm, Sash 47 X 68 Mm & Mullion 47 X 68 Mm All Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 2.50 Sqm). Sqm 4842.0 9.193.4 Casement Window Single Panel With S.S. Friction Hinges (400 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 60 Mm & Sash 67 X 80 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Sqm 6681.0 9.193.5 Casement Window Duble Panel With S.S. Friction Hinges (400 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 60 Mm & Sash 67 X 80 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.50 Sqm.) Sqm 6942.0 9.193.6 Casement Cum Fixed Panel Window Having Both And Single Casement Panel, Middle Fixed Panels And At Top Completely Fixed Ventilator With S.S. Friction Hinges (350 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 60 Mm & Sash 67 X 80 Mm & Mullion 67 X 80 All Having Wall Thickness Of 2.3 ±0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 3.00 Sqm. Upto 5.00 Sqm.) Sqm 5290.0 174 9.0 194.1 Fixed Window / Ventilator Made Of (Small Series) Frame 47 X 50 Mm & Mullion 47 X 68 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Upto 0.75 Sqm.) Sqm 4860.0 175 9.195 9.195.1 Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Mm & Sash 67 X 110 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Upto 2.00 Sqm). 9.195.2 Casement Door With Top Hung Ventilator With 3D And S.S. Friction Hinges (400 X 19 X 1.9 Mm) Made Of (Big Series) Frame 67 X 64 Mm, Sash 67 X 110 Mm & Mullion 67 X 80 Mm All Having Wall Thickness Of 2.3 ±.0.2 Mm And Single Glazing Bead /Double Glazing Bead Of Appropriate Dimension. (Area Of Door Upto 2.50 Sqm). 176 9.196 Note: - For Upvc Frame, Sash And Mullion Extruede Profiles Minus 5% Tolerance In Dimension 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. 9.196.1 Two Track Two Panels Sliding Window Made Of Frame 52 X 44 Mm &Sash 32 X 60Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 1.75 Sqm) Sqm 5060.0 9.196.2 Three Track Three Panels Sliding Window With Fly Proof Ss Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of Frame 92 X 44 Mm & Sash 32 X 60 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension (Area Of Window Upto 1.75 Sqm). Sqm 6880.0 9.196.3 Two Track Two Panels Sliding Window Made Of Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension (Area Of Window Above 1.75 Sqm Upto 2.50 Sqm). Sqm 5134.0 9.196.4 Three Track Three Panels Sliding Window With Fly Proof Ss Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of Frame 92 X 44 Mm & Sash 32 X 60 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension (Area Of Glazed & One No. Wire Mesh Panels) Made Of Frame 116 X 45 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead/Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.75 Sqm). Sqm 6371.0 9.196.5 Three Track Three Panels Sliding Window Made Of Frame 116 X 45 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.75 Sqm) Sqm 5913.0 177 9.197 Note: - For Upvc Frame, Sash And Mullion Extruede Profiles Minus 5% Tolerance In Dimension 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. 9.197.1 Two Track Two Panels Sliding Window Made Of Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 2.50 Sqm Upto 4.00 Sqm). Sqm 4332.0 9.197.2 Two Track Four Panels Sliding Window Made Of Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 4.00 Sqm Upto 8.00 Sqm). Sqm 3532.0 178 9.198 9.198.1 Two Track Two Panels Sliding Door Made Of Frame 67 X 50 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 2.00 Sqm Upto 10.00 Sqm). Sqm 3676.0 9.198.2 Two Track Four Panels Sliding Door Made Of Frame 67 X 50 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 8.00 Sqm Upto10.00 Sqm). Sqm 3810.0 9.198.3 Three Track Three Panels Sliding Door Made Of Frame 116 X 45 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead/ Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 5.00 Sqm) Sqm 4361.0 9.198.4 Three Track Three Panels Sliding Door With Fly Proof S.S Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of Frame 116 X 45 Mm & Sash 46 X 82 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Above 2.00 Sqm Upto 5.00 Sqm) Sqm 5617.0 179 9.199 180 9.2 9.200.1 24 To 25 Mm Thick Plain Solid Pvc Flush Door Shutter 9.200.2 28 To 30 Mm Thick Plain Solid Pvc Flush Door Shutter 181 9.201 9.201.1 1Mm Thick Laminated Sheet Sqm 3693.0 9.201.2 0.12 Mm Thick Laminated Sheet Sqm 3461.0 182 9.202 9.202.1 35Mm Thick Including 4 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3339.0 9.202.2 35Mm Thick Including 3 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3171.0 9.202.3 25Mm Thick (For Cupboard) Including 3 Nos. 75Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 3005.0 183 9.203 9.203.1 35Mm Thick Including 4 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary. Sqm 1953.0 9.203.2 30Mm Thick Including 3 Nos. 100Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 1772.0 25Mm Thick Including 3 Nos. 100Mm Long, Screws. Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 1532.0 184 9.204 185 9.213 9.213.1 35 Mm Thick Including 4 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 2775.0 9.213.2 30 Mm Thick Including 3 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 2675.0 9.213.3 25Mm Thick (For Cupboard) Including 3 Nos. 75 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2575.0 186 9.214 9.214.1 35 Mm Thick Including 4 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3650.0 9.214.2 30 Mm Thick Including 3 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws.Screws. Sqm 3550.0 9.214.3 25Mm Thick (For Cupboard) Including 3 Nos. 75 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 3450.0 187 9.215 9.215.1 35 Mm Thick Including 4 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3121.0 9.215.2 30 Mm Thick Including 3 Nos. 100 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Stainless Steel Butt Hinges With Necessary Screws. Sqm 3021.0 9.215.3 25Mm Thick (For Cupboard) Including 3 Nos. 75 Mm Long, Isi Marked Heavy Weight (2.5Mm Thick) Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws. Sqm 2921.0
Contract Date: Jun 24, 2026 Contract Value : ₹ 20.40 Lakh
Government Departments No of Bidders 3
Madhya Pradesh View Result →
Telangana View Result →
44.
Railways #10972317 AOC
Bids Are Invited For Custom Bid For Services - 1 Hiring Of Truck On Daily Basis Of 5 Mt Capacity Truck (One Number For 180 Days In A Year For Two Years) (I E 1X180x2=360 Days) , Custom Bid For Services - 2 Additional Running Charges For Per Km Running Of Truck (Over Item No Ns/1 Above) (1X180 Days X Average 44 444 Km Per Days For 2 Years= 16000 Kms) , Custom Bid For Services - 3 Hiring Of Pickup Van/Tata Mobile Etc On Daily Basis (03 Pickup Van/Tata Mobile For 300 Days In A Year For 2 Years = 300X3x2=1800 Days) , Custom Bid For Services - 4 Additional Running Charges For Per Km Running Of Pickup Van/Tata Mobile (Over Item No Ns/3 Above) (3X300 Days X Ave 40 Km Per Day X 2 Years =7200 Kms) , Custom Bid For Services - 5 A (Ussor-2021 Item No 211201) Jcb Backhoe Loaders 3Dx Plus Or Similar With Minimum 1 10 Cum Bucket Capacity , Custom Bid For Services - 5 B (Ussor-2021 Item No 211202) Hydra Or Similar Tyre Mounted Pick-N-Carry Crane Of 12T Capacity For Misc Works Of Handling Of Material , Custom Bid For Services - 5 C (Ussor-2021 Item No 211203) Tractor With Trolley For Local Transportation Or Other Misc Works
Contract Date: Ref. Documents Contract Value : ₹ 41.50 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
45.
Railways #10882300 AOC
Supply Of Dynamic Wheel Balancing Machine (On Turnkey Basis) As Per Bid Document Part Ii Attached Below. [ Warranty Period: 30 Months After The Date Of Delivery ] ] , Comprehensive Annual Maintenance Contract For Dynamic Wheel Balancing Mac Hine [ Warranty Period: 2 Years, Amc Period: 5 Years, Rate Of Discounting: 8 % ] ] At (Location) Sse/Wheel/Pl, Wr Maharashtra 1.00 Numbers 3 657933430011 Essential Non Stock --- Yes Tpi Agency Inr Spares (Y) Concomitant Accessories For Dynamic Wheel Balancing Machine As Per Bid Docum Ent Part Ii Attached Below [ Warranty Period: 30 Months After The Date Of Delivery ] ] Consignee Sse/Wheel/Pl, Wr Maharashtra 1.00 Set Inspection Details Stage Inspection Not Required 3. T And C F.O.R Description Destination Delivery Period Description Delivery /Completion Rate Of Supply Page 1 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 For All Items Completion : Within 330 Days Firm Shall Complete The Supply, Installation & Commissioning And Know - How Training To Concern Staff Of Consignee At Consignee Premises Within Stipulated Time Prescribed In Delivery Period. Payment Terms S.No Description Payment Terms 1 80% Payment Shall Be Made On Receipt Of The Items In Satisfactory Condition, Against Suppliers Challan Certiï¬Ed By Consignee Gazetted Oï¬Ƒcer, And Inspection Certiï¬Cate Issued By The Nominated Inspection Agency And After Successful Installation, Commissioning. Balance 20% Payment Shall Be Made After Issue Of Ptc(Proving Test Certiï¬Cate) (To Be Issued After One Month Performance Observation) By Consignee Subject To Submission Of Bank Guarantee For 10% Of The Contract Value For Warranty Obligations, Valid Beyond 6 Months Period Of Warranty. Statutory Variation Clause S.No Description 1 Statutory Variation In Taxes And Duties, Or Fresh Imposition Of Taxes And Duties By State/ Central Governments In Respect Of The Items Stipulated In The Contract (And Not The Raw Materials Thereof), Within The Original Delivery Period Stipulated In The Contract, Or Last Unconditionally Extended Delivery Period Shall Be To Railways Account. Only Such Variation Shall Be Admissible Which Takes Place After The Submission Of Bid. No Claim On Account Of Statutory Variation In Respect Of Existing Tax/Duty Will Be Accepted Unless The Tenderer Has Clearly Indicated In His OffEr The Rate Of Tax/Duty Considered In His Quoted Rate. No Claim On Account Of Statutory Variation Shall Be Admissible On Account Of Misclassiï¬Cation By The Supplier/ Contractor. Standard Governing Conditions S.No Description 1 1) The Contract Shall Be Governed By Latest Version (Along With All Correction Slip) Of Irs Conditions Of Contract And All Other Terms And Conditions Incorporated In The Tender Documents. (2) The Contract Shall Also Be Governed By Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before Tender Closing, Available As Public Documents Of Western Railway On Ireps Website (3)(A) It May Be Noted That Conditions Mentioned In Tender Schedule On Ireps Shall Prevail Over General Conditions Of Contract, Which In Turn Shall Prevail Over Irs Condition Of Contract. (B) Terms & Conditions/Speciï¬Cations Mentioned In Nit Shall Prevail Over Conditions Mentioned In Documents Attached With Nit. 4. Eligibility Conditions Special Eligibility Criteria S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 The Manufacturer Shall Have Valid Iso-9001 Certiï¬Cate On The No No Allowed Original Date Ofclosing Of Tender And A Copy Of Same Should Be (Mandatory) Submitted Along With The Bid (Dynamic Wheelbalancing Machine Shall Be In The Scope Of Iso Certificate). 2 1) The Bidder/ Manufacturer Must Have Supplied At Least 01 No No Allowed Numbers Of The Similar Or Higher Capacity Of Dwbm To Any Of Indian (Mandatory) Railway Production Unit Or Zonal Railways Or Other Government Organizations In Last 05 Years From The Date Of Closing Of Tender. Firm Must Upload Documentary Evidence Regarding The Past Successful Supplies Like Copies Of Receipt Note/Inspection Certiï¬Cate/Installation And Commissioning Report Etc. Along With The OffEr. (2) Performance Certiï¬Cate:Out Of The Item Supplied As Per Clause Above, The Bidder Shall, In Their OffEr, Submit Performance Certiï¬Cate Of At Least 01 Number Of Machine That Must Have Worked Satisfactorily For At Least One Year From The Date Of Commissioning.The Performance Certiï¬Cate Submitted By The Bidder Should Not Be More Than One Year Old I.E. It Should Have Been Issued Within One 01 Year From The Tender Closing Date Issued By The Actual End User Of The Machine. Page 2 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 3 Firm Shall Submit The Para-Wise/Item-Wise Compliance Of All The No No Allowed Parameters Mentioned In The Technical Speciï¬Cations Mentioned In (Mandatory) The Document Below. If There Is Any Deviation, The Same Shall Be Clearly Indicated In The Deviation Statement. A.Bid Document Part Ii 4 Firm Must Upload Documentary Evidence Regarding The Past No No Not Allowed Successful Supply Performance Like Copies Of Contract Order/Receipt Note/Inspection Certiï¬Cate, Installation And Commissioning Report Jointly Signed With The Actual User/Consignee, Ptc Etc. Along With The Offer, Failing Which The Offer Shall Be Liable To Be Rejected. 5 (1) Procurement Shall Be Done From Manufacturers (Oems) Or No No Allowed Authorized Agent / Dealer Of Oem. (2) Either Oem Should Quote (Optional) Directly Or Oem Can Give Tender Speciï¬C Authorization To Its Agent / Dealer To Quote On Their Behalf. (3) The Authorized Dealer Should Submit Valid Tender Speciï¬C Authorization, Along With The OffEr, Failing Which Their Offer Will Be Summarily Rejected. 6 Earnest Money Deposit (Emd): (1) Emd Shall Be Submitted By No No Allowed Tenderer As Speciï¬Ed In Tender Schedule, Along With Their Online (Optional) OffEr. There Shall Be No Exemption From Submission Of Emd For Any Tender Or By Any Tenderer Except Those Exempted. (2)Exemption To Submit Emd Will Be Given In The Following Cases : (A) Only Manufacturers Having Valid Udyam Certiï¬Cate Under Micro And Small Category Are Eligible For Exemption From Emd. (B) Other Railways And Government Departments. (C) Indian Ordnance Factories. (D) Psus Owned By Ministry Of Railways And Psus For The Group Of Items That Are Manufactured By Them. (E) Vendors Registered With Railways For The Trade Group Of The Item Tendered. (F) Vendors Appearing On The Approved Vendor Lists Of Rdso/Pus/Core, Subject To Approval Status Being Valid On The Date Of Tender Closing. (G) Vendors Registered With Railways For Supply Of Medicine, Medical Equipments And Consumables For These Items. (H) In Tenders Issued Against Pac, Oem In Whose Favour Pac Has Been Issued (I)Kvic And Acash For Items Supplied By Them. 5. Compliance Conditions Commercial-Compliance S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 The Bidder Conï¬Rms That Rates And Other ϬNancial Terms Quoted In No No Not Allowed Relevant Columns Of ϬNancial Bid Will Only Be Ruling Terms For Acceptance, And Such Terms Quoted Anywhere Else Should Be Ignored. (Denial Of This Condition Not Recommended) 2 Make In India Policy :- 1) As Per Clause 1800 Of Instructions To No No Allowed Tenderers And General Conditions Of Tender Indigenous Version 14 (Optional) Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 2) The Tender Will Be Governed By Railway Board Letter No.2020/Rs(G)/779/ 2 Dtd. 12/06/20 And 2015/Rs(G}/779/5(Vol.L) Dated 24/09/2020 & 2024/Rs(G)/779/3(E 3464799) Dt.25.06.2024 For Public Procurement (Preference To Make In India) 3 Please Enter The Percentage Of Local Content In The Material Being No Yes Allowed OffEred. Please Enter 0 For Fully Imported Items, And 100 For Fully (Optional) Indigenous Items. The Deï¬Nition And Calculation Of Local Content Shall Be In Accordance With The Make In India Policy As Incorporated In The Tender Conditions. Other Conditions S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 Inspection By Tpi Agency At Oems Premises . Firm To Quote Place Of No No Not Allowed Inspection Clearly In Their OffEr So As To Enable This Oï¬Ƒce To Incorporate Place Of Inspection In Po.The Machine Shall Be Inspected And Tested During DiffErent Stages Of Its Manufacture Starting From Raw Material Till The Completion Of Machine As Per Annexure-I (Qap) Attached For Reference. Page 3 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 2 The Machine Shall Be Inspected And Tested During DiffErent Stages No No Allowed Of Its Manufacturing Starting From Raw Material , By The Purchaser (Mandatory) Or His Authorized Representative (Tpi) At The Suppliers Or His Sub- Suppliers Works For Which Bidder Has To Submit Qap Incorporating The Tests Along With Stage Inspections For The Tender Items And Tpi Will Carried Out Inspection At Manufactures Works As Per The Qap (Quality Assurance Plan) 3 Evaluation Criteria: 1) The Inter-Se-Position Of All OffErs Received No No Not Allowed Will Be Decided On Total Value Of Tender Quoted By The Firm. 4 Road Delivery : In Case Of Road Delivery, The Date Of Delivery At No No Not Allowed Destination (Consignees End) Shall Only Be Treated As Delivery Date Irrespective Of F.O.R./F.O.T. Condition Mentioned Elsewhere In The Contract/ Tender. 5 Performance/Bank Guarantee: As Per Clause 0600 Of No No Not Allowed Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 6 Warranty / Guarantee Period:As Per Clause 1200 Of No No Not Allowed Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 7 Neft/Rtgs/Ecs Payment:As Per Clause 2900 Of Instructions To No No Not Allowed Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 8 Gst Compliance:-As Per Clause 0906 Of Instructions To Tenderers No Yes Allowed And General Conditions Of Tender Indigenous Version 14 Of June (Optional) 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 9 Security Deposit (Sd): 1.0 All Successful Tenderer Shall Deposit No No Allowed Security Deposit (Sd) Amount @5% Of Contract Value Rounded Off To (Optional) Nearest Higher Rs.10, Subject To Maximum Rs. 50 Lakhs For Contract Value Up To Rs 50 Cr. In Case Of Contract Value Above Rs 50 Cr. Sd Will Be Rs 1 Cr. 2.0 There Shall Be No Exemption From Submission Of Security Deposit (Sd) For Any Tender Or By Any Tenderer Except Following: I. The Contract Value Up To Rs.25 (Twenty ϬVe) Lakhs. Ii. Other Railways And Government Departments. Iii. Indian Ordnance Factories. Iv. Psus Owned By Ministry Of Railways And Psus For The Group Of Items That Are Manufactured By Them. V. In Tenders Issued Against Pac, Oem In Whose Favour Pac Has Been Issued. Vi. Kvic And Acash For Items Supplied By Them. Vii. Vendors Registered With Railways For The Trade Group Of The Item Tendered For Orders Valued Up To Their Monetary Limit Of Registration. Viii. Vendors Appearing On The Approved Vendor Lists Of Rdso/Pus/Core, Subject To Approval Status Being Valid On The Date Of Tender Closing. Ix. Vendors Registered With Railways For Supply Of Medicine, Medical Equipments And Consumables For These Items. 3.0 Security Deposit (Sd) Shall Remain Valid For A Period Of 60Days, Beyond The Date Of Completion Of All Contractual Obligations. 4.0 Sd From Successful Tenderer Should Be Received In Purchase Oï¬Ƒce Within 21 Days From The Date Acceptance Letter Issued By Purchaser. In The Event Of Successful Tenderer (S) Failing To Deposit/Submit Sd In Acceptable Form Within The Prescribed Period As Aforesaid, The Emd Submitted By Such Successful Tenderers Shall Be Automatically Adjusted Towards Sd. In Case Where Available Emd Amount Is Less Than Required Sd And The Successful Tenderer Does Not Deposit The Balance Sd Amount Within Stipulated Time, Then Emd Shall Be Forfeited And Case Be Dealt With As That Of Withdrawal Of OffEr By The Tenderer. Page 4 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 10 Security Deposit (Sd): 5.0 Wherever Sd Has Been Exempted, For No No Allowed Any Reason, And The Supplier Fails To Supply Goods As Per Conditions (Optional) Of Contract, As Amended From Time To Time, Purchaser Shall Have Right To Levy Damages From The Supplier For Failing To Comply With The Contractual Conditions, Not By Way Of Penalty, An Amount Equal To Sd Amount, As Would Have Been Applicable If The Contract Was With A Non-Exempted Vendor. These Damages Shall Be Treated As Recoveries Outstanding Against The Vendor And Dealt With Accordingly. 6.0 Apart From Claiming Damages From Vendors, In Case Of Failure To Comply With The Contractual Obligations, Railways Shall Record Poor Performance Of The Vendors For Taking Suitable Penal Action. 7.0 Sd Can Be Submitted In Following Format: A. Dd In The Name Of Chief Cashier/Wr/Ccg. B. Fixed Deposit Receipt Duly Discharged And Stamped In Favour Of Fa&Cao(S) (Stock Items) Or Fa&Cao(X) (Non Stock Items) Or Fa&Cao(C) Churchgate, Western Railway As The Case May Be. C. Bank Guarantee: In Case Bank Guarantee Is Submitted By Supplier/Contractor, The Same Should Be In The Proper Prescribed Format For Bg As Per Annexure Available On Web Site Www.Ireps.Gov.In Website Link Western Railway/Pcmm. The Stamp Duty Shall Be @Rs.5/- Per Thousand Or Part Thereof For The Amount Secured For Such Deed. The Title Holder Of The Bg Shall Be President Of India Acting Through The Pfa/Ccg.8.0 Risk Purchase Clauses Shall Not Be Applicable. 11 All The Conditions Of Nit Are Available On Ireps Web Site. No No Not Allowed 12 Mse Clause:- (A) (I) Mse Participating In The Tender As Stipulated At No No Allowed Para (B) Below , Will Be Exempted From Payment Off Earnest Money. (Optional) (Ii) In Tenders Participating Mses, As Para (B) Below Quoting As Price Within Price Band Of L-1 + 15% Shall Be Allow To Supply A Portion Of The Requirement By Bringing Down Their Price To L-1 Price In A Situation Where L-1 Price Is From Someone Other Than Mse And Such Mses Can Together Be Ordered Upto 25% Value Out Of The Net Procurement Quantity. (B) (I) Mses, Who Are Interested In Availing Themselves Of These Beneï¬Ts, Will Enclosed With Their OffEr A Copy Of Udyam Registration Certiï¬Cate Only. Mse Beneï¬Ts Will Not Be Admissible Based On Any Other Document. (Ii) Further, As Per Gazette Notiï¬Cation Dt.18.10.2022, Incase Of An Upward Change In Terms Of Investment In Plant And Machinery Or Equipment Or Turnover Or Both, And Consequent Re-Classiï¬Cation, An Enterprise Shall Continue To Avail Of All Non- Tax Beneï¬Ts Of The Category (Micro Or Small Or Medium) It Was In Before The Reclassification, For A Period Of Three Years From The Date Of Such Upward Change. All Mses Shall Be Eligible For Beneï¬Ts Of Public Procurement Policy Irrespective Of Product Category Under With Mses Are Registered. However, Traders/Authorized Dealers Will Not Be Eligible For Such Beneï¬Ts. (Iii)The 25% Quantity Shall Be Considered To Mse Including Quantity For Women Owned Mses & For Sc/St Owned Mses As Per Extant Rules And Only Be Considered If Valid Certiï¬Cate Issued By Nominated Agencies Is Uploaded Along With OffEr. If Documents Are Not Uploaded This Beneï¬T Will Not Be Given Totenderer. Only Oem/Manufacturers Will Be Given Beneï¬T Of Mse, Trader/Authorised Dealer Are Excluded From The Purview Of This Policy 13 Land Border Condition (A): Attention Of The Bidders Is Drawn To Yes Yes Allowed Special Conditions Regarding Restrictions On Procurement From A (Mandatory) Tenderer (Bidder) Of A Country, Which Shares A Land Border With India, Attached With This Tender.Bidders Should Note That Compliance To Land Border Condition (B) Of This Tender Schedule Is Mandatory. Bidders Are Required To Attach Evidence Of Valid Registration, If Applicable To Them. Non-Compliance Shall Result In Summary Rejection Of Their OffEr. Any False Declaration And Non- Compliance Of The Above Would Be A Ground For Immediate Termination Of The Contract And Further Legal Action In Accordance With The Laws. 14 Land Border Condition (B) : I Have Read And Understood Special Yes Yes Allowed Conditions Regarding Restrictions On Procurement From A (Mandatory) Tenderer(Bidder) Of A Country, Which Shares A Land Border With India, Attached With This Tender. I Certify That This Bidder Is Not From Such A Country Or, If From Such A Country, Has Been Registered, With The Competent Authority. I Hereby Certify That This Bidder Fulï¬Ls All Requirements In This Regard And Is Eligible To Be Considered. Where Applicable, Evidence Of Valid Registration By The Competent Authority Shall Be Attached. Page 5 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 Special Conditions S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 Special Instructions For Machinery & Plant (M&P) Items : As No No Not Allowed Per Clause 3900 Of Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 2 Delivery Terms: 1) Dispatch Of The Machine: The Supplier Should No No Not Allowed Normally Dispatch The Machine Only After The Foundation Is Ready For Installation And Commissioning Of The Machine On Arrival. General Arrangement, Foundation & Related Drawings Of Machine Will Be Sent By The Firm To The Consignee Before Supply Of Machine For Approval Of Approving Oï¬Ƒcer Of Consignee. 2) Mode Of Dispatch/Delivery: The Supplier Shall Be Responsible For Transportation, Unloading Of The Equipment On Receipt And Its Movement To The Site Of Installation Including Provision Of Road Mobile Crane, Forklift Etc. 3 Marking: Materials Are To Be Invariably Stamped With No No Not Allowed Manufacturers Name, Month & Year Of Manufacture As May Be Detailed In The Drawing/Speciï¬Cation Of The Material, So That Warranty Can Be Correctly Acted Upon. Technical-Compliances S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 1. The Cost Is Inclusive Of Design, Manufacture, Supply, Erection And No No Not Allowed Commissioning, Bidder May Quote Separately Along With Concomitant Accessories And List Of Tools For Each Machine For Successful Operation Of Machine. 2. Calibration Certiï¬Cate Shall Be Provided For Any Kind Of Gauging/Measuring Instrument Installed On Machine With Validity Of 12 Months From The Date Of Commissioning. 3. Before Starting Of Manufacturing Of Machine It Is Required To Submit General Arrangement Drawing For Approval. 4. Before Dispatch Of Machine The Supplier Has To Complete The Foundation Work ( In No Case Machine Will Be Accepted By Consignee If Foundation Is Not Completed) 5. The Machine Will Not Be Accepted At Consignees Premises Unless The Passed Quality/ Quantity Inspection Certificate Of Rites/Inspection Agency Is Produced. 2 Bidders Are Required To Submit Complete Details Including Values, No No Allowed Write-Up, Drawings, Sketch, Brochure Etc. As Per Requirement (Mandatory) Speciï¬Ed In Respective Clauses Mentioned Therein. In Case Of Incomplete / Sketchy Information, The Technical OffEr Being Incomplete Is Liable To Be Rejected. Tenderers Should Clearly Indicate Compliance Undertakings S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 1) Price Variation Clause:- Not Applicable. 2)I/We Agree To Supply The No No Not Allowed Tendered Stores At The Rates Quoted By Me/Us In Accordance With The Conditions Mentioned In This Tender & Its Documents And Conditions Available On Ireps. 3) I/We Also Conï¬Rm That Rates And Other ϬNancial Terms Quoted In Relevant Columns Of ϬNancial Bid Will Only Be Applicable For Acceptance. Such Terms Quoted Anywhere Else Shall Not Be Considered For Inter-Se Evaluation 6. Documents Attached With Tender S.No. Document Name Document Description 1 5041595.Pdf Itt & Gcc Version 14 June 2024 2 4674190.Pdf Land Border Condition 3 4674206.Pdf Land Border Condition Amendment 4 4911496.Pdf Delivery Schedule 5 5041600.Pdf Revised Irs Conditions Of Contract_Sept 2022 6 5041674.Pdf Bid Document Part Ii 7 5041680.Pdf Annexure-I(Qap) Page 6 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 8 4674226.Pdf Tpi Condition The Tenderers In Their Bid Shall Indicate The Details Of Their Gst Jurisdictional Assessing Officers (Designation, Address & Email Id). In Case Of A Contract Award, A Copy Of Purchase Order Shall Be Immediately Forwarded By Purchaser To The Gst Jurisdictional Assessing Officer Mentioned In Tenderers Bid This Tender Complies With Public Procurement Policy (Make In India) Order 2017, Dated 15/06/2017, Issued By Department Of Industrial Promotion And Policy, Ministry Of Commerce, Circulated Vide Railway Board Letter No. 2015/Rs(G)/779/5 Dated 03/08/2017 And 27/12/2017 And Amendments/ Revisions Thereof. As A Tender Inviting Authority, The Undersigned Has Ensured That The Issue Of This Tender Does Not Violate Provisions Of Gfr Regarding Procurement Through Gem. Digitally Signed By Smm-M ( Ashok Kumar Meena ) , Concomitant Accessories For Dynamic Wheel Balancing Machine As Per Bid Docum Ent Part Ii Attached Below [ Warranty Period: 30 Months After The Date Of Delivery ] ]
Contract Date: Apr 28, 2026 Contract Value : ₹ 50.20 Lakh
Government Departments No of Bidders 1
Maharashtra View Result →
Maharashtra View Result →
47.
Communications and Information Technology  #10822992 Price Bid
Transportation Of Telecom Store Material In Satara Zone No 1 Satara Ssa 2020-21 E Tender For Hiring The Services For Transportation Of Store Material In Satara Ssa Zone No . 1 Satara Ssa , Transportation Of Telecom Store Material In 1 Mt Truck , 0-10 Km , 0-20 Km , For Distance Upto 50 Km , For Distance Between 51 To 100 Km , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , Transportation Of Telecom Store Material In 3 Mt Truck , 0-10 Km , 0-20 Km , For Distance Upto 50 Km , For Distance Between 51 To 100 Km , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , For Distance Beyond 500 Km , Transportation Of Telecom Store Material In 6 Mt Truck , For Distance Between 51 To 100 Km , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , For Distance Beyond 500 Km , Transportation Of Telecom Store Material In 9 Mt Truck , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , For Distance Beyond 500 Km , Loading Of Material , Cable Drum Of 5Pr/ 10Pr/ 20Pr Size And Ofc Cable Drum , Medium Size Cable Drum Of 50R/ 100Pr/ 200Pr , Large Size Cable Drum Of 400Pr And Above With The Help Of Crane , Plb Pipe Coils Upto 200Mtr Length , Dwc Pipe 6Mtr Length And Weight 10Kg Approx . , Unloading Of Material , Cable Drum Of 5Pr/ 10Pr/ 20Pr Size And Ofc Cable Drum , Medium Size Cable Drum Of 50R/ 100Pr/ 200Pr , Large Size Cable Drum Of 400Pr And Above With The Help Of Crane , Plb Pipe Coils Upto 200Mtr Length , Dwc Pipe 6Mtr Length And Weight 10Kg Approx . , Loading And Unloading Of Packing Cases Or Items , Upto 50 Kg Weight , Weight 51 To 100 Kg , Weight 101 To 500 Kg With The Help Of Crane , Weight 501 To 1000 Kg With The Help Of Crane , Weight Above 1000Kg Heavy And Big Size With The Help Of Crane , Loading And Unloading Tower Material Per Mt , Loading Of Tower Material Per Mt , Unloading Of Tower Material Per Mt
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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48.
Communications and Information Technology  #10822989 Price Bid
E Tender For Store Transportation In Sangli Ssa Zone No . 2 Hiring Of Services For Transportation Of Telecom Store Material In Sangli Ssa Zone No . 2 , Transportation Of Telecom Store Material In 1 Mt Truck , 0-10 Km , 0-20 Km , For Distance Upto 50 Km , For Distance Between 51 To 100 Km , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , Transportation Of Telecom Store Material In 3 Mt Truck , 0-10 Km , 0-20 Km , For Distance Upto 50 Km , For Distance Between 51 To 100 Km , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , For Distance Beyond 500 Km , Transportation Of Telecom Store Material In 6 Mt Truck , For Distance Between 51 To 100 Km , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , For Distance Beyond 500 Km , Transportation Of Telecom Store Material In 9 Mt Truck , For Distance Between 101 To 200 Km , For Distance Between 201 To 500 Km , For Distance Beyond 500 Km , Loading Of Material , Cable Drum Of 5Pr / 10Pr / 20Pr Size And Ofc Cable Drum , Medium Size Cable Drum Of 50R / 100Pr / 200Pr , Large Size Cable Drum Of 400Pr And Above With The Help Of Crane , Plb Pipe Coils Upto 200Mtr Length , Dwc Pipe 6Mtr Length And Weight 10Kg Approx . , Unloading Of Material , Cable Drum Of 5Pr / 10Pr / 20Pr Size And Ofc Cable Drum , Medium Size Cable Drum Of 50R / 100Pr / 200Pr , Large Size Cable Drum Of 400Pr And Above With The Help Of Crane , Plb Pipe Coils Upto 200Mtr Length , Dwc Pipe 6Mtr Length And Weight 10Kg Approx . , Loading And Unloading Of Packing Cases Or Items , Upto 50 Kg Weight , Weight 51 To 100 Kg , Weight 101 To 500 Kg With The Help Of Crane , Weight 501 To 1000 Kg With The Help Of Crane , Weight Above 1000Kg Heavy And Big Size With The Help Of Crane , Loading And Unloading Tower Material Per Mt , Loading Of Tower Material Per Mt , Unloading Of Tower Material Per Mt
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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49.
Rural Development #10813869 Price Bid
Tender For Shenva Ashramshala Hybrid Solar Base Water Supply Scheme - 10Kwp -Supplying, installing, testing and commissioning of 10 kWp ON-GRID Solar pV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X 30 Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) withinterconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB, MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liasoning charges, remote monitoring system with maintaining card/chip for 5 years including net charges for RMS System, complete upto net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per Specification no. ESD-RT-ONG(PWD ELE DSR 2023-24, 4-5-3, P.N. 65 ) 2 Item No-2 Supply and commissioning of Grid tied Inverter suitable for 5 to 100 Kw on grid Solar system with five year CMC (10kw to 15kw)As per Rate analysis by GSDA 3 Item No-3 Supply and commissioning of IOT based self powered water tank level controller and monitoring with five year CMCAs per Rate analysis by GSDA 4 Item No-4 Design supply and commissioning of hybrid controller for 3 to 100 Hp solar pumping system compatible to cloud based (RMS) dashboard reporting/ monitoring and management system with five year CMC (10 Hp to 15 Hp)As per Rate analysis by GSDA 5 Item No-5 Design supply and commissioning of IOT/Commander as per specification compatible to Sr.No. 01As per Rate analysis by GSDA 6 Item No-6 Providing,installing testing and commissioning of in line batteryoperated ultrasonic bulk type water meters ISO 4064 with built in data logger and GSM/GPRS modem for transfer of data communication to remote central computer as per working on following conditions and specifications.The meter shall be suitable for 50oC and provided with IP 68 protection class with complete immersion of water.The meter shall have battery life of min.10 years should be able to detect the reverse flow volume and tampering. The accuracy of the meter shall be +/- 1 % of measured value including 36 months guarantee etc complete(As perMECHENICAL 2023-24 sECTION wm2 -B-2 ,Pg NO 8880mm 7 Item No-7 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 10 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU (PWD ELE DSR 2023-24,7-2-17, P.N. 78) 8 Item No-8 7.5 HP Submersible Pump 200 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 5 stages of category A & B(MJP.Mech CSR 2023-24 PM 1-3-1, P.N.03) 9 Item No-9 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Medium 50mm.(5.16kg./m) (MJP SSR 2023-24, Sr.no. 1 III(b)(VI), P.N. 93) 10 Item No-10 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge Medium 50mm .(5.16kg./m) (MJP SSR 2023-24, Sr.no. 2 III(b)(VI), P.N. 94) 11 Item No-11 Supply of CI Mechanical joint Double Socket 450(11/8’’) Bendsas dimensionally described in Table-15 of IS- 13382/ 1992 complete with sealing rubber gasket of S.B.R. (dimensionally describedinIS-12820/1989)withcast iron follower gland mild steel nut bolts coated or otherwise protected from rusting and suitable forC.I.pipes.2MJP SSR 2023-24 Pg. No. 162 12 Item No-12 Supply of C. I.Mechanical Compression Flanged / Socket Tailpiece (Popularlyknownas I TMFlanged /Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes (asper- IS-1536/2001) and D. I.Pipes (asper IS: 8329 / 2000) . The Tail piec to be supplied complete with sealingrubber gasket ofS.B.R ,C.I. Follower Glands and M.S. Nut Bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transport at ion and unloading at departemental store ,excluding GSTMJP SSR 2023-24 Pg. No. 16180mm 13 Item No-13 Providing and supplying ISI mark CID/Freflux valves (non-return valves ) of followingdia including railway freight, inspection charges, unloading fromrailwaywagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.complete.RefluxvalvesasperI.S.5312PartI(1984)MJP SSR 2023-24 Pg. No. 144 XII-1-a-iii80mm 14 Item No. 16--Supplying and erecting 75/80 mm dia cast iron double flange NRV complete with PN16 pressure rating, as per specification no. FF-VL/NRV (PWD ELE23-24 I No page no 13-7-23 Page no 192) 15 Item No-17 Supplying & erecting FRP box of size 300mm x 200mm x 125 mm, 2.7 mm thick complete on pole/wall as per specification No. CB-SB PWDELE 23-24 I No 7-8-10 Page No 124 16 Item No. 18 -- Erection of 100 KVA T/f for givimg fresh 15 Kw PWW power supply , HT Line , Erection of 100 KVA DTC & LT cable (As per mseb provide Estimate ) 17 1) In soft murum(MJP SSR 203-24page no. 37 Item no 1,, /+10%) (Bd-A-1/259) 18 2) InHard murum with Bolder (MJP SSR 2023-24 page no. 37 Item no 3, /+10%) 2.5 x 2.5 x 0.4 19 3) In Soft Rock (MJP SSR 2023-24 page no. 37 Item no 5, /+10%) 2.5 x 2.5 x 0.4 20 Item No 2 :-Providing dry trap/ granite/ quartzite/ gneiss,rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) 2.5X2.5 X0.1(MJP SSR 2023-24page no. 41 Item no 18,, /+10%) 21 Item No 3 :- Providing & laying in situ followingM150 C.C.of trap / granite/ gneiss metal for foundation & beddingincludingdewatering , form work , compacting &curingfinishingetc. complete. 2X2X0.15 thk ( MJP SSR 2023-24 PN. 47 IN 1/b ) 22 Item No 4 :-Footing - Providing & laying in situ C.C. of trap granite/ Quartzite/ gneiss metal for approved qualityfor RCC work in foundation like raft, grillage, strip foundation & footing of RCC columns and stanchions including normal dewatering, plywood form work, compaction, finishing & curing ect. complete.M200. 4X0.6X0.6X0.25 (MJP SSR 2023-24 page no.47Sr.no 2/b ) 23 Item No 5 :- Column- Providing & casting in situ C.C. of trap granite/ Quartzite/ gneiss metal of approved qualityfor RCC work as per detailed drawing & design or as directed by engineering in charge including normal drawing, centering, form work, compaction finishing the formed surfaces with CM 1 : 3 sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. RCC M 250.4X0.3X0.3X0.95(MJP SSR 2023-24page no.47Sr.no 3C ) 24 Item No 6 :- Tie Beam-Providing & casting in situ C.C. of trap granite/Quartzite/ gneiss metal of approved qualityfor RCC work as per detailed drawing & design or as directed by engineering in charge including normal drawing, centering, form work, compaction finishing the formed surfaces with CM 1 : 3 sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. RCC M 250 4X 1.185 X 0.25X.25(MJP SSR 2023-24 Sect. G(RCC) page no 47 Sr.no 3C ) 25 Item No 7 :-Tie Beam inside PCC-Providing & laying in situ followingM150 C.C.of trap / granite/ gneiss metal for foundation & bedding including dewatering ,form work , compacting & curing finishing etc. complete.1.185X1.185X0.1 ( MJP SSR 2023-24 PN. 47 IN 1/b ) 26 Item No 8 :-TOR STEEL Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.. for Solar et complete( MJP SSR 2023-24 PN. 50 IN 8/C ) 27 Item No 9 :- Filling in plinth and floors murum bedding intrenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (MJP SSR 2023-24I.No.40 P.No. 15) 28 Item No 10 :-A) For structureProviding structural steel work in trusses, other similar trussed purlins and members with all bracing, gusse plates, etc. as per detailed design and drawing or as directed by Engineer-incharge including cutting, fabricating, hoisting, erecting and fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (MJP DSR 2023-24 page no. 46 I.No.6)(Bd-C-8/278) 29 Item No 11 :- For structureProviding and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per Market Rate 30 Item No 12 :- Transportation -Transportaion charges for steel stucture(Including loading, unloading and stacking) ETC COMPLETE (MJP SSR 2023-24 Page No 29 )STATEMENT􀀃 IV 31 Item No 13 :- Crane Rent - Rent for Crane for erection of Water Tank Steel Structure & Water Tank.etc complete. MJP SSR-2023-24-Sect.B, Labour & machineryPage No.15 Item no.-12 32 D) 25 mm coupling/Nipple .(MJP MECH-ELE. CSR2023-24 Page No.16 pw 3-2 ) 33 Item No. 1:-Excavation for foundation / pipe trenches inearth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation andexcluding backfilling, etc. complete. (Bd-A- 1/259) MJP SSR 23-24 Page No 37 34 Hard murum 60 % 35 Item No 2:- Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges,inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOMinallrespect etc.complete.As per MJP SSR 23-24 Sr No 1 B III Page No 123 ) 90 mm PE-100,8Kg/Sq.cm 36 Item No 3:-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. ( MJP DSR2023-24 Page No.93,80 mm GI medium B Class8.64 kg.m 37 Item No 4:- Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.( MJP SSR 2023-24Page No.94 ,I.N.b VIII80 mm GI medium B Class 8.64 kg./m 38 Item No 5:Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including onsolidation,surcharging,etc.complete.(MJP SSR 2023-24,P.No. 40 ) 39 Item No.6:- Providing & constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCCbedding , B.B. masonryin C.M. 1:5 proportion, precast R.C.C. frame & coveretc 0.60x0.45x 0.90 complete.(MJP SSR 2023-24 . P.No- 283I.No 1/A ) 40 Providing sand faced plaster externally in cement morta rusing approved screenedsand,inallpositionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofingcompoundat1Kilogrampercementbagcuringthesamefornotlessthan2daysandkeepingthesurfaceofthebasecoatroughtoreceiethesandfacedtreatment6to8mmthickincementmortar1:4finishingthesurfacebytakingout grains and curing for fourteen days scaffolding etc.complete. 41 Providing sand faced plaster externally in cement morta rusing approved screenedsand,inallpositionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofingcompoundat1Kilogrampercementbagcuringthesamefornotlessthan2daysandkeepingthesurfaceofthebasecoatroughtoreceiethesandfacedtreatment6to8mmthickincementmortar1:4finishingthesurfacebytakingout grains and curing for fourteen days scaffolding etc.complete.(PWD SSR 23-24 SSR. Item No.32.11 Page no 209 ) 42 Providing internal cement plaster12 mm thick for internal walls Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffoldingand curing etc. complete.(PWD SSR 22-23SSR. Item No.32.05,Page NO 209 ) 43 Providing an dapplyin gwhite-wash in two coats on old/new plastered or masonry surface sand asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.P.W.D SSR 2022-23 I.NO. 36.03 44 Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC‘s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. P.W.D .SSR22-23I.NO.50.79 page no346
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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50.
Defence #10801071 Price Bid
Tender For Comprehensive B R And Em Repair Maintenance Works To 14 Asc Af Kakkanad Under Age I R D Kochi; 1 Hacking out old broken glass panes 4 mm thick from steel frame including putty/ metal beadings and supply and fix sheet glass ordinary 4 mm thick, in squares n.exc. 0.50 Sqm in each pane including necessary new oil putty or with existing metal beadings complete all as specified and as directed 2 Hacking out old broken glass panes 4 mm thick from wooden framed shutters including putty/wooden beadings and supply and fix sheet glass ordinary quality, 4 mm thick, in square n.exc. 0.5 Sqm in each pane including necessary oil putty/wooden beads complete all as specified and as directed. 3 S&F in repairs extruded aluminium anodised 150 mm long handles fabricated type. 4 All as per item No 3 above but 100 mm long. 5 Supply and fix in repairs foot operated door stopper of aluminium alloy body and tongue anodised with hard drawn steel spring and cover plate overall length 150 mm including taking down defective foot operated door stopper all as specified and as directed. 6 S&F in repairsmortice lock brass 4 levers vertical type 100 mm 7 S & Fin repairs door closer hydraulically regulated, castiron body, designation No -3, universal type ,suitable for door shuttersof 851 to1000 mm in width and of wt between 61 to 80 Kg and fixed 8 Re securing and easing to wooden shutters of any description area n.exc 1 Sqm each without taking down the shutter all as specified and as directed. 9 Re securing and easing to wooden shutters of any description exc 1 Sqmbut n.exc 2 Sqm each without taking down the shutters all as specified and as directed. 10 S&F In repairs Aluminium anodised, barrel tower bolts of extruded section 150 mm long. 11 All as per item No 10 above but 100 mm long. 12 S&F in repairs Aluminium alloy, anodised sliding door bolt with hasp staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts of extruded sections or cast-aluminium alloy, 300 mm long 13 Taking down shutters exc 1 sq. m and n exc2 sq. m each and re-fixing in same openings. 14 Taking down shutters n exc 1 sq. m each and re-fixing in same openings. 15 S&F in repairs Butt hinges, medium weight cold rolled mild steel 100 mm size. 16 All as per item No 15 above but 75 mm size. 17 Taking down and removing to or from store chowkats or framesexc 1.5 sq. m and not exc 4 sqm each but with shutters (without taking off shutters from the frames) 18 S&F Solid PVC door frame of size 50mm x 47mm made of of 5mm plain color PVC sheet reinforced with M.S. Square tube, supplying & fixing in opening as per specification & drawing. 19 S&F Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top and bottom rails. M.S. frame shall be covered with heat moulded plain color PVC C channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain color PVC sheets for top rail, lock rail &bottom rail on either side & as gap insert for top rail & bottom rail; paneling of plain color PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing. 20 S&F Aluminium, anodised, barrel tower boltsof extruded section and fixed length of bolt in 200 mm complete all as specified and directed. 21 S&F Butt hinges, medium weight, cold rolled mild steel, and fixed size of hinges in 100 mm complete all as specified and directed. 22 S&F Aluminium handles, cast type, anodised size of handle in 150mm 23 Supply and fix in repair PVC low level flushing cistern 10 liters capacity with ISI mark including inlet, ball valve, float, handle and brackets etc. including taking down old defective low level flushing cistern all as specified and as directed. 24 Supply and fix plastic seat and cover superior quality closed pattern with flat bottom of heavy duty including necessary hinged devices, including taking down damaged/ broken plastic seat and cover from EWC all as specified and as directed. 25 Supply and Fix in repair PVC connection with PTMT nuts of length 450 mm screwed for iron pipe15 mm bore. 26 Supply and fix in repair 15 mm dia CP pillar cocks fancy type for wash hand basin including taking down existing pillar cock, all as specified and as directed. 27 Supply and fix 150 mm square grating of PTMT to floor trap/nahani trap including taking down existing damaged CI grating from floor tap/nahani trap all as specified and as directed. 28 Taking up or down steel tubing and connections, including cleaning for re-fixing or removal to store 15mm bore pipe, all as specified and as directed. 29 All as per item No 28 above but 20mm bore. 30 All as per item No 28 above but 25/32 mm bore. 31 Supply and fix Unplasticised PVC pipes of bore 15mm, pressure rating 10 Kg/Sq. Cm pressure rating 10 Kgf/Sq. Cm all as specified and as directed 32 Supply and fix Unplasticised PVC pipes of bore 20mm, pressure rating 10 Kg/Sq. Cm pressure rating 10 Kgf/Sq. Cm all as specified and as directed 33 Supplying and laying of CPVC pipes 20 mm SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified. 34 S&F in repairs bib taps 15mm bore, cast copper alloy chromium plated with crutch or butterfly handle, fancy type, screwed for iron pipe or for brass ferrule all as specified and as directed 35 S&F in repairs stop valves 15mm bore, cast copper alloy chromium plated fancy type, screwed down high pressure, with crutch or butterfly handle screwed both ends for iron pipe or for unions all as specified and directed. 36 S&F in repairs vitreous china wash basin white flat back, size 580x450mm excluding taps waste, chain and plug and porcelain stopper including brackets all as specified and as directed. 37 S&F in repairs vitreous china wash down water closet pan (pedestal pattern) white (excluding fixing bolts flushing cistern and flush pipe). 38 Supply and fix tubular towel rail aluminium anodised20 mm dia D type 60 cm long between flanges including taking down defective aluminium tubular towel rail all as specified and as directed. 39 Supply and fix in repair beveled edgedmirror of size 600 x 450 mm selected quality glass mounted on 6mm thick AC building board or commercial ply wood and fixed to wooden plugs with chromium plated brass screws and cup washers all as specified and directed. 40 S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls 75 mm bore. 41 All as per item 40 above but 110 mm bore 42 S&F PVC (SWR) bends any radius 75 mm bore 43 Supply and fix in repairs 100 mm dia CIfloor trap/nahani trap including taking down existing damaged CI grating from floor trap/nahani trap 44 M&L Dismantling water tanks and removing to store exc 250 & n exc 500 capacity 45 M&L Dismantling water tanks and removing to store exc 500 & n exc 1000 capacity 46 M&L Rotational moulded polyethylene water storage tanks 500 litres capacity(cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including 20 mm dia PTMT Ball valve high pressure all as directed. 47 Allas per item No 46 above but 1000 ltr capacity 48 M & L for PU injection grouting by making necessary holes of 8 to 10 mm in concrete to a depth of about 75mm using proper electric hammer drill. Fix new nipples of 8 to 10mm using aluminum pipes using neat cement or M-Seal for proper anchorage. Carry-out pressure grouting using shaligrout 2k /equivalent) using a proper grouting pump. Seal the holes properly after the grouting nipples have been removed all as specified and directed by Engg -In Charge. 49 Material and labour for taking down old plaster and rendering 10mm thick in CM 1:6 on other than fair faces of brickor concrete surfaces finishing smooth and even and smooth without using extra cement making good match the old surface finish. 50 M&L two coat of OBD over a coat of primer on newly plastered surfaces of wall including cornices and preparation of surfaces. 51 M&L pre laminated particle board 12mm thick interior grade pre laminated one side with decorative choice lamination and other side balancing white lamination fixture with screws to frame work 52 Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge 53 M&L Screed bed or bedding layer 15mm thick in cement mortar 1:4 for laying floor finishes complete all as specified and as directed by Engineer-in-Charge 54 M&L Rendering 10 mm thick in CM 1:3 on brick or concrete surfaces, finished fair and even for receiving wall tiles. 55 S&F glazed ceramic coloured tiles 300 x 200 x 7 mm thickon vertical surfaces, set and jointed in neat cement slurry and pointed in white/colour cement to match over 10 mm thick rendering (backing coat)in cm 1:3, complete all as specified and directed by Engineer-in-Charge. 56 M & L for non-skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm In floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engineer-in-Charge 57 S&F Vitrified ceramic coloured tiles 10mm thick (Square/ Rectangular) polished area of each tile not exceeding 0.36 Sqm in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match 58 S&F in repairs health faucet 15mm size chromium plated standard size all as specified and directed. 59 Supply and fixed in repairs stainless steel wire cloth, 0.63mm nominal dia of wire and average width aperture 1.40mm and fixed with tinned tacks, or galvanized wire staples 60 M&L for chip and remove all damaged and de bonded concrete and plaster from the RCC slabs by manually or mechanically so as to expose the corroded reinforcement bars, removingthe debris with in a lead of 100 meters as directed by Engineer-in-charge. 61 M&L for supply and application of Nitobond EP (Manufactured by M/s Fosroc chemicals India Ltd) epoxy bonding agent over the old concrete surface complete all as specified and all as directed by Engineer-in-charge. 62 M&L for supply and application of rust remover/converter (Rebaklense RR of M/s Fosroc Chemicals India Ltd. or equivalent) or Amandur ,(manufactured by GK technocom) over the corroded reinforcement bar where ever micro concreting is required and cleaning the same after application complete all as directed by Engineer-in-charge. 63 M&L for plastering with Nitobond SBR (Styrene butadiene polymer bonding agent cum cement mortar/concrete modifier Manufactured by M/s Fosroc Chemicals India Ltd or equivalent) modified cement mortar (1:4) under the slab to an average thickness of 40 mm (applied in two layers not exceeding 20mm each) , including the cost of all materials rent of tools and labour charges etc complete all as directed by Engr-in-charge. 64 M&L Preparation of newsurfaces of ceiling and applying two coats of distemper oil emulsion on ceiling over a coat of primer over 3 mm thick wall care putty plastered and other surfaces with alkali resistant priming paint complete all as specified. 65 Taking down cement plaster of any description on walls incl raking out joints, hacking for key scrubbing down with water 66 M&L for plastering in CM1:6, 10 mm thick on interior walls finished even and smooth w/o using extra cement. 67 M&L for plasteringin CM 1:3, 5mm thick on ceiling finished even and smooth w/o using extra cement 68 M&L for two coats of Antifungal paint (Apex ultima Protek of Asian paint or Equivalent in approved Makes) over a coat of Exterior primer (Professional pack of Asian paints) over a coat of external wall care putty n.exc 2 mm thick on new or old prepared plastered external surfaces . 69 M&L Preparation of Newsurfaces of internal walland applying two coats of distemper oil emulsion on wall over a coat of primer plastered and other surfaces with alkali resistant priming paint over 3mm thick wall care putty complete all as specified. 70 M&L Preparation of oldsurfaces of internal wall by complete removal of existing treatment , and applying two coats of distemper oil emulsion on wall over a coat of primer plastered and other surfaces with alkali resistant priming paint over 3mm thick wall care putty complete all as specified. 71 M&L Preparation of old surfaces of ceiling by complete removal of existing treatment, and applying two coats of distemper oil emulsion on ceiling over a coat of primer, plastered and other surfaces with alkali resistant paint complete all as specified. 72 Demolition of brick work / PCC block masonry work built in cement mortar etc complete all as specified. 73 M&L Precast Concrete block masonry with solid blocks in PCC 1:3:6 type C1 (using 20 mm stone agg) exc 10 cm in width and setting in mortar 1:4with minimum compressive strength of 5N/ sq mm complete all as specified and as directed. 74 M&L for providing and fixing Gypsum Board 12mm thick in walls fixed with screw as per manufacturer’s instructions complete all as specified. 75 Dismantling in Wall and ceiling boards (fiber, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified. 76 M & L Anodised aluminium snap grid frame work (size of grid 605x 605) mm for false ceiling including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified all as specified and as directed. 77 M&L for providing and fixing Exposed metal frame ceiling with fire resistant calcium silicate board of siliceous and calcareous material reinforced with cellulose fiber for fixing in 600 mm x 600mm grid (Frame work for ceiling shall be measured and paid separately) fixed with screw as per manufacturer’s instructions complete all as specified. 78 Cleaning (mechanically)of sewage line/effluent drains 150/110 mm dia and disposing offthe sludge outside MoD land complete all as directed. 79 Removing the chokes in drains of WC/bath room/kitchen up to 1st manhole including cleaning of gully traps in single storey/ground floor of multi storeyed buildings, all as specified and directed. 80 Removing chokes in drains of WC/bath room/kitchen other than ground floor all as specified and directed. 81 Destruction of growth of weed plants with roots level on wall/ roof of building any height with weedicides such as Round up manufactured by Excel Chemical Industries and sprayed in and around roots and the place of possible growth of weeds as per manufacturer’sinstructions and making good the surfacescomplete all as specifiedand as directed. 82 Demolition of reinforced cement concrete in any position not otherwise specifically provided for 83 M& L for Precast RCC Cover slabs type B-1, 1:2:4 (20 mm graded stone aggregate as in slabs of drains including necessary form works. (Reinforcement bar will be measuredand paid separately). 84 M&L TMT bars 10mm dia and over cut to length bent to shape required, including, cranking, bending spirally for hooping for columns hooking ends and binding with mild steel wire (annealed ) not less than 0.9mm dia or securing with clips 85 Demolition of cement concrete in any position not otherwise specifically provided for complete all as specified and directed. 86 M & L for 1:3:6 Type C-2 (using 40 mm graded stone aggregate) for surface channels anddrains all as specified 87 Extra for forming fair finished drain or channel 30 Cminner girth in cement concrete ,using extra cement, including forms, moulds, mitered /stopped endsetc 88 Opening manhole of septic tank remove night soil and sediments including liquid by mechanical pumping into tanker lorry having cleaning internal surface with water and re-fix the manhole covers, complete all as specified and directed. Notes :-(i)Volume of the manhole will be worked out based on the depth or actual depth of sludge, whichever is less.(ii) Water shall be procured by the contractor for cleaning purpose. 89 Demolition of cement concretein ground floors and pavings n.exc 15 cm thickness (below or above ground level) 90 M&L for 100mm thick PCC ( 1:3:6)type C-2,using 40mm graded stone aggregate as in hard standing/path/sub basefinished to an even and fair surfaces. 91 M&L forming contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compound Grade A. 92 Dismantling structural steel work incl doors, gates but excluding framed trusses. 93 S & FMS work in railings, balusters, posts and struts in fencing etc including cutting tops to shapeas directed, includingall necessary welding, drilling bolting or riveting etc and similar work conforming to FE 290 Gd E-165 complete all as specified 94 S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc. complete drilled for fixing of steel sheeting or other covering.Doors etc to be prepared for hanging with and including hooks and hinges, also fastening and fixing complete conforming to Fe-410W (Gde-E-250) 95 M&L for Point wiring for light point /fan point/Exhaust fan /Bell Pointwith 1.5 sq mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, with modular switch, modular plate and cover with GI box and earthing the point with 1.5 sq.mm FRLS PVC insulatedcopper conductor single core cable etc. including dismantling /removing of burnt cable/making good surface asrequired . 96 M&L for submain wiring for 5 Amp socket outlet point on independent board with 2x 1.5 sqmm single core PVC insulated and unsheathed FRLS cable, 1100 volts grade IS -694 marked with multi standard copper conductors and earth continuity wire with similar 1x1.5 sqmm cable (incl connecting to earth dolly) drawn through and single core cable in surface/recessed medium class PVC conduit including dismantling /removing of burnt cable/making good surface as persiterequirement . 97 Supply and fixingsuitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular switch and 5/6A modular socket ,connection etc. as required atsitecomplete all as specified and directed (for Independent 5 Amp socket ) . 98 M&L for wiring for circuit along with 2.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed steel conduit as required .wire 2x22.5 sq.mm + 1x2.5 sq.mm earth wire for 15/25 power plug/socket. 99 All as per item above but Supply and fixingsuitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 15/16 A modular switch and 15/16A modularsocket ,connection etc. as required atsitecomplete all as specified and directed( for 15/16 Amp Socket ). 100 M&L for wiring for circuit along with 4 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface /recessed steel conduit as required .wire 2x4 sq.mm + 1x4 sq.mm earth wire (for Ac & Geyser ) 101 S&F Electronic ceiling fan regulator, modular type stepped /socket type heavy duty suitable to work on 230 volts complete all as specified and directed. 102 Supply & Fixing piano type 5/6 amps switch on the existing Switch box including connection as required on site. 103 Supply & Fixing piano type 2 way 5/6 amps switch on the existing Switch box including connection as required on site. 104 Supply & Fixing piano type 15/16 amps switch on the existing Switch box including connection as required on site. 105 Supply & Fixing piano type 3 pin 5/6 amps socket outlet switch on the existing Switch box including connection as required on site. 106 Supply & Fixing piano type 6 pin 15/16 amps socket outlet switch on the existing Switch box including connection as required on site. 107 Supply & Fixing 5/6 Amodular switch on the existing modular plate & Switch box including connection but excluding modular plates etc. as required on site. 108 Supply & Fixing 15/25 Amodular switch on the existing modular plate & Switch box including connection but excluding modular plates etc. as required on site. 109 Supply & Fixing 3 pin 5/6 modular socket on the existing modular plate & Switch box including connection but excluding modular plates etc. as required on site. 110 Supply & Fixing 6 pin 15/25 modular socket on the existing modular plate & Switch box including connection but excluding modular plates etc. as required on site. 111 Supply & Fixing modular bell push on the existing modular plate & Switch box including connection but excluding modular plates etc. as required on site. 112 Supply and fixing 1 or 2 module base & cover plate on existing modular metal boxes etc as required. 113 Supply and fixing 3 module base & cover plate on existing modular metal boxes etc as required. 114 Supply and fixing 4 module base & cover plate on existing modular metal boxes etc as required. 115 Supply and fixing 6 module base & cover plate on existing modular metal boxes etc as required. 116 Supply and fixing 8 module base & cover plate on existing modular metal boxes etc as required. 117 Supply and fixing LED light fitting 1X20W,220V high efficiency(efficiency up to 100lm/w) polycarbonate batten bright light having high quality material and design, compact appearance simple and versatile in nature makes it as long lasting efficient solution, Make Crompton, Product code : CCS-102-20-30/40/65-SL-DP-NWHor GM/ Panasonic/Havells etc. 118 Supply and fixing LED light fitting 1X10W,220V high efficiency(efficiency up to 100lm/w)polycarbonate batten bright light having high quality material and design, compact appearance simple and versatile in nature makes it as long lasting efficient solution, Make Crompton, Product code : CCS-102-10-30/40/65-SL-DP-NWH or Havells /Panasonic/GM etc. 119 S & F in repairs LED 20W T8 Tube within built driver and efficiency of 100lm/w having glare free lighting distribution, double sided connection, housing made of high grade polycarbonate cover, 2.5 KV internal surge protection, IP20 ingress protection, PCB mounted on extruded metal plate. Make: Crompton model No LT8-20-865-(2) or equivalent in Havells/C&S/ Phillips/Bajaj. 120 S&F switch socket combination 5 Amp with PVC box suitable for 230 Volt on surface. 121 S&F switch socket combination 15 Amp with PVC box suitable for 230 Volt in surface 122 M&L switch socket combination2 in 1, 6/16 Amp flush type in existing switch box. 123 All as per item above but 6 Amp flush type in existing switch box. 124 M&L forbell AC 230 V Single pole ding dong type. 125 Supply and fixing angular type batten holder insulator body of PVC/ polycarbonate type suitable for 10/9 W Led bulb. 126 Supply and fixing fan condenser / capacitor of size 2.25/2.5 suitable for ceiling fan of any sweep. 127 Supply and fixingonly LED lamp of 9 watt, Make : Crompton/ Havells /Panasonic 128 S&F of 20 Amps 240 V , SPN Industrial type socket outlet, with 2 pole and earth ,metal enclosed plug top along with 20 A C Curve ,SP MCB , in sheet steel enclosure ,on surface or in recess with chained metal cover for the socket outlet and complete with connections ,testing and commissioning etc. as required . 129 Supplying and fixing 6 way, Double door single pole and neutral sheet steel, MCB distribution board,240 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar ,din bar interconnections, powder painted including earthing etc. as required (But without MCB/RCCB/Isolator) 130 Supplying and fixing 8 way, Double door single pole and neutral sheet steel, MCB distribution board,240 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar ,din bar interconnections, powder painted including earthing etc. as required (But without MCB / RCCB/Isolator) 131 Supplying and fixing 4 way, Horizontal type , Three pole and neutral Dl sheet steel, MCB distribution board, 415V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar interconnections, powder painted including earthing etc. as required (But without MCB/ RCCB/ Isolator) 132 Supply and fixing of 5A to 32 A rating, 240/415V, 10kA C curve miniature circuit Breaker suitable for inductive load of single pole in the existing MCB DB Complete with connections, testing and commissioning etc ax required. 133 Supply and fixing of 5A to 32 A rating,240/415V, 10kA C curve miniature circuit Breaker suitable for inductive load of single pole and neutralin the existing MCB DB Complete with connections, testing and commissioning etc ax required. 134 Supply and fixing of 63 A rating,240/415V, 10kA C curve miniature circuit Breaker suitable for inductive load of Triplepole and neutralin the existing MCB DB Complete with connections, testing and commissioning etc as required. Make: IndoAsain, HSN Code: 8536, Cat. Nos.: 810107 or equivalent make of LT/ Havells. 135 M & L LED Square surface mounted Led Panel 12w, PDC housing and high translucent frosted plastic diffuser makes it a robust Luminar and efficiency up to 100lm/w. Make: Crompton, Model no LCDSPLN-R-12-CDL or equivalent make of GM/Havells. 136 M & L LED Round and Square recess mounted 12w LED edge lit slim down light with die cast aluminium housing finished in premium white coating and efficacy up to 100lm/w suitable for false ceiling. Make Crompton, Model no LSCRM-12W-WW/NW/ CDL or equivalent make of GM/Havells. 137 Dismantling and taking down ceiling fan any size for servicing by cleaning dust, filling cavities with filler and painting complete with synthetic enamel paint by spraying and re fixing the same in position, connecting and testingall as specified and directed. 138 M & L for carry out rewinding of ceiling fan motor of any size/ make including taking down from any height ,dismantling ceiling fan motor , removing old burnt winding wire, cleaning the armature thoroughly and replacing the same with new enameled copper wire of adequate size/gauge including class B insulation, varnishing heating etc, reassembling and removing the old painting and providing newpainting to ceiling fanscompletewith synthetic enamel Grey paintby spraying using machine including filling cavities with filler one coat after cleaning all dust making the surface in good finishes etc , testing, re-fixing the same in original position complete all as specified and as directed by the Engineer - in - Charge.Note: Rate include the taking down the ceiling fan and deposited to MES store for checkingand repairing) 139 All as per Item above but for the Exhaust fan of 300 /450 mm sweep sizes: 140 S & F in repairs of LED 36W surface full lit luminaire with glare free uniform illumination with longer life and less maintenance available in 2x2 ft (> 100 lm/w).Make: Crompton, Model No LCTLSNE-36-FO-WW/TL/CDL or Havells /C&S/ Phillips/Bajaj. 141 Supply andLayingGI tubing medium grade of size 50 mm with and including all fittings such as bends, elbows, tees, short pieces etc complete in trenches of following sizes after taking down old unserviceable GI pipes all as specified and directed by Engr in charge. Note- Excavation & earth work will be measured & paid separately. 142 All as per item above but 40 mm bore 143 All as per item above but 25 mm bore 144 Supply & Fixing of Size 50 mm GI tubing medium grade withand including all fittings such as bends, elbows, tees, short pieces etc complete on wall and ceiling or laid in floors after taking down old unserviceable GI pipes all as specified and directed by Engr in charge. 145 All as per item No 4 above but 40 mm bore 146 All as per item No 4 above but 25 mm bore 147 All as per item No 4 above but 20 mm bore 148 Repairs to leakage /damaged G.I. pipe of size 50/40 mm bore including necessary excavation, returning, filling in removal/ pump out the line water cutting out GI pipes at both ends replacement ofGI Pipe and jointing with new fittings accessories such assockets, tees, reducers, Nipples ,Bends etc. all asdirected by Engr- in- charge. Note:- G.I. pipe length will be measured and paid separately under relevant item of sch A 149 All as per item above but 25/20 mm bore 150 Supply and fix in repairs gun metal gate valve of size 50 mm ISI marked with iron wheel head screwed both ends all as directed. 151 All as per item above but 40 mm bore 152 All as per item above but 25 mm bore 153 All as per item above but 20 mm bore 154 All as per item above but 15 mm bore 155 S&F in repairs un plasticized PVC pipe, 25mm bore of pressure rating 10 Kg/ Sqcm with all fittings, fixed to walls, ceilings or in floors complete with snap clips hooks etc and taking out old unserviceable one all as specified an as directed 156 All as per item above butof size 20 mm bore dia 157 Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth and getting out in soft / loose soil forlaying/taking out GI pipe line all as specified and directed. 158 Returning filling in including spreadingleveling watering and well rammingin layer not exceeding 25 cm in soft/loose soil all as specified and directed. 159 Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mabove the starting point all as specified and directed. 160 M & L for removing the dirt, sediments, silt, algae, fungi etc, from the bottom and walls of the inside of the RCC Under Ground Sump of10,000 Ltrscapacity by dewatering the sump and cleaning the complete inner surfaces by rubbing / scrapping by wire brush to removethe sludge, washing with bleaching powder solution and then with water and draining out sludge, water completely including applying one coat of white wash to all the inner surfaces, and details of tanks like date of cleaning ,capacity of tanks etc shall be written on the outside of the tank with synthetic enamel paint with lettersize 20 cm high in white color , over a black backgroundof size 100x60 cmand charges included for pump set for de watering incl operator all as specified anddirected 161 M&L for removing the dirt, sediments, silt, algae, fungi etc, from the bottom and walls of the inside PVC Service tanks kept on roof top of buildings or on stagings, cleaning the surface using brush and other cleaning materials such as bleaching powder as required including writing the capacity of the tank and date of cleaning with white enamel paint over black back ground all as specified and directed for the following capacity of tanks at different locations on Technical/Residential Buildings all as specified and directed by Engr-in-Charge. 162 2000 Ltr capacity 163 1000 Ltr Capacity 164 500/300 Ltr capacity 165 S&F in repairs float Valve 40mm bore (Ball brass valves) high pressure type with polyethylene float and fly nut complete, screwed for iron pipe or brass ferrule and fixed and taking out old unserviceable one all as specified and directed 166 All as per item above but of size 25mm bore 167 All as per item above but of size 20mm bore 168 S&F in repair/replacement HDPE Tank cover suitable for 300 to 1000 Litr capacity and taking out old unserviceable one 169 All as per item above but for 2000Ltr capacity tanks 170 M&L for repair/replacement ofFoot valve of size 50mmbrass heavy duty including taking up the suction pipe and re-fixing the same after replacement of foot valve in to the sump for proper functioning of pump and taking out old unserviceable one all as specified and directed 171 Dismantling of Mono-block Pump set from the existing position for servicing including opening the pump replacing the unserviceable ball bearings of suitable size for capacities up to 5 HP including greasing complete all as specified and directed 172 Repairs and servicing of Electric chlorine dozing Pump/ system Make Sathya sai Aqua Pura Services with Ant siphon valve including servicing of pump and motor with repair/ replacement of unserviceable parts like piston, stroke controller, suction and delivery tubing, PVC foot valve, nozzle, solution tank inlet, PVC water tubing 15mmbore, gate valve 15mm size etc, complete all as specified and directed. 173 M&L for cleaning of pump sets starter panel after dismantling the incoming and outgoing connections from MCCBs /MCBs and replacing the old unserviceable gland, lugs, nuts &bolts, push buttons, indicating lamps, supporting insulators etc, and checking the serviceability of MCBs cables and earth continuity conductor including replacement of worn out and unserviceable minor accessories all as specified and directed 174 M&L for Replacement of unserviceable DOL Starter suitable for motor up to 5 HPincluding connections 175 M&L for Repairing the old Valve pit of dimension 60x45x45 cm by taking out plaster and rendering with 10mm thick CM(1:4) including PCC (1:3:6) TYPE C2 on base, brick work inCM (1:4) as required and applying two coats of white wash on plastered surface including applying two coats of synthetic enamel paint over one coat of red oxide primer over steel surfaces after preparation, complete all as specified and directed 176 M&L for painting pump set including preparation old surfaces and painting with two coats of synthetic enamel paint over a coat of red oxide primer including marking the signs, letters, Nos on the pump setof capacity up to 2HP all as specified and as directed. 177 M&L for painting of old painted GI pipe of any size on the external surfaces after preparation, located in and out of Pump House, by scrapping and cleaning of external surfaces and applying two coats of Sky Blue paint over a coat of red oxide primer complete all as specified and directed. 178 Dismantling , taking out complete burnt winding wire of submersible motor including cleaning of statorslots replacement of defective parts and rewinding with existing type & gauge ofcopper wireas per motor capacity and using new insulation material such as insulating paper sleeves etc. replacement of submersible cable as required length complete all as directed of rating 1.5/2HP Single phase 179 Repairs to leakage /damaged G.I. pipe of size 80 to 100mm bore including necessary excavation, returning, filling in removal/ pump out the line water cutting out GI pipes at both ends replacement ofGI Pipe and jointing with new fittings accessories such assockets, tees, reducers, Nipples, Bends etc. all asdirected by Engr- in- charge. Note:- (i) G.I. pipe length will be measured and paid separately under relevant item of sch A 180 Material Labour for fixing Mechanical joint suitable 80 mm dia GI pipe, fabricated and made out of MS sheet of thickness 6/8 mm including welding work, rubber gasket, nuts, bolts and washers complete all as specified and directed by Engr in charge. 181 Comprehensive Maintenance, Servicing and carrying out periodical service to DG set along with AMF panel or standard panel like carry out oil service and routine checkup/maintenance as per manufacturers schedule, checking complete system of lubrication, cooling systems, air intake systems, fuel systems, exhaust systems, DC/AC electrical systems in DG Set as well as in AMF/Standard Panel, tightening bolts and nuts in engine and alternator related systems, etc and repairs including material for renewal/ replacement of minor defective parts of like connectors, MCBs , phase indication lamps etc for following capacity of DG sets all as specified and directed by Engr in charge. 182 35 KVA with AMF Panel installed at 14 ASC, AF Kakkanad 183 20 KVA with AMF Panel installed at 14 ASC 184 Note:The spares to DG Sets items as listed below as SUPPLY ONLY will be used whenever required only and it shall measured and paid separately under respective items. 185 The rate is inclusive of all items as required at site except those items as SUPPLY ONLY below to keep the DG Set along with AMF / Standard panel on monthly basis complete all as specified and as directed by Engr-in-Charge. 186 The contractor should attend any complaint / breakdown immediately on call basis and even no. of times without any extra cost. 187 Contractor should submit the inspection / maintenance report of every visit in spite of no of visits during breakdown calls including mentioning the status of DG Sets and spares any replaced 188 The old unserviceable spares replaced under comprehensive maintenance i.e. in sl No 02 of above BOQ is the property of contractor for which credit shall be deducted under respective items in schedule of credit. 189 All AMF panels and standard DG set panels should be well cleaned with CTC solution checking all the electrical connection and tighten for any loose connection. 190 Supply and replace of heavy duty diesel engine oil of 20W40 grade for DG Sets having capacities varying from 15 KVA to 35 KVA complete all as specified and as directed. 191 Supply only Lub Oil Filter for DG set 15 KVA to 35 KVA 192 Supply only fuel filter forDG set 15 KVA to 35 KVA 193 Supply only Oil pressure gauge for DG set of any size/make 194 Recharging of Battery 12 Volts , up to180 AH any make / type by replacing electrolyte including replacement of unserviceable terminal posts , to the required standard complete all as specified andas directed . 195 Diesel hose of size 5/16 all as directed 196 Battery terminals one end socket and the other end clamp type including brazing work and applying jelly over the battery terminal and pole all as directed by the Engr in charge 197 Water hoses complete set of engineDG sets of cap 15 to 35 KVA 198 Repairs to 12 V self starter of DG set engine by dismantling, removing and replacing the old defective/worn-out bearings, servicing including replacement of carbon brush, bendix drive, cleaning commutator in armature etc assembling and testing for satisfactory function all as directed. 199 Supply only auxiliary contactor suitable for AMF panel of 15 to 35 KVA DG set 200 Supply only power contactor suitable for AMF Panel of 15 to 35 KVA DG set 201 Supply, install, testing & commissioning in repairs DC relay card/ PLA relay 12/24 volt DC for DG set any capacity including making all electrical connections and checking by running the DG set for 02 hours complete all as specified and directed by Engr-in Charge, 202 Supply and mixing water coolant in radiator water of DG Sets having capacities varying from 15 KVA to 320 KVA complete all as specified and as directed. 203 Repairs to door of acoustic enclosure of DG set cap 20 KVA by taking down and replacing the door hinges and door lock including all M&L and as directed. 204 Supply only distilled water into battery capacity of 12/24 Volt 88/90/180 AH all as specified and as directed by Engineer-in-Charge. 205 Taking out old burnt out Automatic voltage regulator from DG setcapacity 15 KVA to 35 KVA alternator and replace with new AVR and includingtesting and checking voltage regulation ofthe DG set on full loadfor its satisfactory performance complete all as specified and directed by Engineer-in-Charge:- 206 M&L for dismantling of complete radiator assy for DG Set capacity 15KVA to 35 KVA from engine and taking out all, de scaling rusty, sludge and muddy particles inside the radiator by using of sodium hydroxide with water pressure cleaning complete, changing of radiator fan belt if required and re-fixing the radiator assy on its existing position and testing complete for its satisfactory performance with entire satisfaction of Engineer-in-Charge:- 207 M&L for earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6 mm buried directly in ground level with top edge of earth plate at a depth not less than 1.5m below ground level connected to and including galvanized iron strip 25mm x 4mm as earthing lead by means of bolts, nuts, check nuts and washers etc made of GI and connected to earthing test point all as shown in electric plate No. 3 of SSR indicated and testing on completion including excavation and earth work in any type of soil/rock, PCC (1:3:6) type C-1 earthing chamber, precast RCC slab 50mm thick in cement concrete (1:2:4) type B-1 reinforced with welded steel wire babric (APM) weight not less than 4 Kg/ Sqm, funnel with GI watering pipe of 20mm bore medium grade, wire mesh and lugs, GI protection pipe of 40mm bore medium grade 7.5 m long test point etc complete all as specified and as directed by Engr-in-Charge. 208 Providing and fixing 25mm x 5mm G.I strip in 40 mm Dia G.I pipe from earth electrode including connection with G.I Nut, bolt, Spring, Waher excavation and refilling etc. as required. 209 Supply & Fix in replacement MCB SP 6 - 32 Amp, C-curve, 415 volt AC complete all as specified. 210 Supply & Fix in replacement MCB SPN 6 - 32 Amp, C-curve, 415 volt AC complete all as specified. 211 Supply & Fix in replacement MCB TPN, 40 -63 Amp, C-curve, 415 volt AC complete all as specified. 212 Supply & Fix in replacement AMF controller, three phases, 50 Hz, AC, auto/manual/test/off mode with necessary display complete all as specified. 213 Material & Labour for dismantling the alternator of DG Set of capacity 20 KVA to 75KVA from its base by using chain and pulley after removing the coupling with the engine, removing all nut, bolt with washer and all electrical connection of the alternator, shifting the alternator to workshop by crane and vehicle, opening into parts, checking all winding like main stator/rotor winding, exciter stator/rotor winding. Rewinding the main rotor and exciter rotor by using the “F” class insulation and existing gauge and type of magnet wire which was on original motor, varnishing, heating, drying, greasing the bearing including replacement unserviceable bearing ,re-fixing the complete including connection to the terminal box of the alternator at workshop and shifting the same to the site, fixing the alternator to its base carefully by using chain and pulley, connecting it with existing engine including checking the alignment of alternator with engine connecting all electrical connection of the alternator and testing the DG set “OFF/ FULL LOAD” , matching to the existing range of RPM of the engine output voltage for 415 volt and testing complete all as per the direction of Engineer In Charge. 214 Material & Labour for taking down unserviceable heat insulation from exhaust piping and providing new heat insulation to exhaust pipe using 50 mm thick mineral wool inside the container & up to the exhaust stack. The insulation shall be cladded/ covered with 24G aluminium sheet. Pipe length shall be maximum up to12 Meter long from engineincluding necessary welding works, cladding works with wire mesh and aluminium foil, replace unserviceable supporting MC,angle iron 50 mm X 50 mm X 6 mm, suitable size flange, nut, bolt and washers as required includingweather cowl complete all as specified. 215 Material & Labour for dismantling carefully fuel injection pump (FIP) up to 6 cylinders engine of DG set and transporting to workshop, opening into parts, for maintenance, servicing, overhauling, tuning and calibration, adjustment of nozzle pressure and other controls, replacement of unserviceable spares, re-assembling, re-fixing the FIP on its original position including to and from conveyance charge from site to workshop and back complete all as specified. 216 Material & Labour for dismantling exhaust manifold from the engine to detect the smoke leak, clean the manifold including welding works, replacement of unserviceable spares, packing, bellows, nut, bolt, washers, insulators, etc. reassembling and re-fixing on its base, testing by running the DG set No LOAD/FULL LOAD complete all as specified. 217 S&F in repair 1.5 Sqmm three core PVC insulated, unsheathed multi stranded copper conductor flexible cable 1100 volts grade complete all as specified and directed by Engr in Charge. 218 M&L for preparation of old paintedsurfaces of the DG set and fuel tankof following capacity by cleaning oily and greasy spots using CTC and material and labour for one coat of synthetic enamel paint using spray machine to the fuel tank and one coat of heat resistance paint to Engine / alternator complete all as specified and directed. 219 Note: - Colour code to be followed as under:-(i) Engine body - OG.(ii) Alternator - Siemens grey(iii) Fly wheel guard - Red(iv)Radiator -Black(iv)DG set canopy/complete body with two coats of superior qualitysynthetic enamel paint using spray gun (Area of painting not exceeding 3 sqm) including writingof incoming/outgoing feeder with letters, MES/SM Nos etc completeall as specified. For DG Set capacity 15 KVA to 35 KVA 220 M&L for disconnection of Diesel Oil tank with inlet and outlet diesel pipe line hose/pipe and cleaning of complete oil tank and drain out slug, muddy oil particle complete and re-fixing after at the same place and connecting complete with existing system including marking of tank showing the capacity in Ltrs and replacement of transparent PVC pipe complete all as directed by Engineer-in-Charge:-For DG Set capacity15KVA to 35KVA 221 Supply, install, testing & commissioning in repairs controller- Procom DGC-6D Auto Mains failure control Module including Display, replacing contactors/Connectors and making all electrical connections good and renewed for up to DG set 35 KVA as per existing make complete all as specified and directed by Engr-in-charge. 222 M & L for Servicing of split type Air-conditioning unit comprising Indoor and Outdoor unit of any make/type having capacity 1.0/1.5/2 TR including attending breakdown including required tools and plants,minor electrical sparer like small piece of wire, insulation tape , screws required to rectify the complaints by replacing the spare partsin technical andresidentialbuildingat 14 ASC Kakkanad. Note: Spares required is measured and paid as respective items in Schedule A and all specified and directed by the Engineer - In - Charge. 223 Supply and charge refrigerant gas R-32/R-410 at site including testing all as specified and as directed by Engineer in charge . 224 Supply only Capacitor 36/40 MFD suitable for 230 V 50 HZ AC supply all as specified and as directed by Engineer in charge. Make: USHA / ASIAN / TESLA / EPCOS/ L & T/Keltron) 225 Supply only Capacitor 50/60 MFD suitable for 230 V 50 HZ AC supply all as specified and as directed by Engineer in charge. Make: USHA / ASIAN / TESLA / EPCOS/ L & T/Keltron) 226 Supply only Capacitor 80/100MFD suitable for 230 V 50 HZ AC supplyall as specified and as directed by Engineer in charge . Make: USHA / ASIAN / TESLA / EPCOS/ L & T/Keltron) 227 Taking out existing burnt fan motor single phase 230 Voltfrom the unit at site by carefully dismantling the same, taking out burnt copper winding and rewinding the same with super enameled copper winding wire of appropriate size and gauge, including replacement of defective bearing and bushes of existing size and standard make including varnishing to copper winding re-assembling the motor and testing the motor at medium and full load complete for the followingall as specified and as directed by Engineer - in - Charge. 228 Splittype AC capacity up to 1.5 Ton 229 Split type AC 2.0 Ton Capacity 230 Taking out old unserviceable PCB and replace the same with new PCB at site suitable for window/split type AC of capacity 1/1.5/2 TR all as specified and directed by Engg-in-charge 231 Taking out carefully existing defective sealed unit compressorSupply & fixing factory made rotary type sealed compressor unit same as per existing model and make including charging the gas and testing & commissioning under normal condition of following rating complete all as specified and directed by Engineer - in - Charge. 232 (a) Split type Ac 1.5/2.0 Ton capacity 233 Removing the damaged insulation of suction and discharge line & Supplying and fixing new Thermal sleeve insulation for suction line and discharge line including providing hard plastic tape over the thermal insulation of split type A/C 1.5 / 2.0 Ton capacity etc complete all as directed by Engineer - in - Charge. 234 M&L in replacement of old unserviceable remote by providing new remote suitable for window type/ split type AC of any capacity/any make as specified and directed by Engineer in Charge. 235 Supply only new capacitor of Fan motor of 4 MFD complete all as directed by Engineer - in - Charge. Make: USHA / ASIAN / TESLA / KELTRON / KEIL/ EPCOS. 236 Supply only new capacitor of Fan motor of 10 MFD complete all as directed by Engineer - in - Charge. Make: USHA / ASIAN / TESLA / KELTRON / KEIL/ EPCOS. 237 Suply only split type AC indoor unit oscillation motorcomplete all as directed by Engineer - in - Charge. 238 Supply only thermostat for split type AC 1.0/1.5/2.0 complete all as directed by Engineer - in - Charge. Make: INDFOSS / RANTROL / ANNAPURNA. 239 Supply & fix in replacement of factory made MS bracket or Stand duly painted suitable for outdoor unit of split AC including making good disturbed surfaces etc. , all as specified andas directed. 240 M & L Removing the split A/c unit from existing position, of capacity 1.5/2.0 Ton of any make and refix the same in other location by fixing the indoor and outdoor unit in position on fixing on wall/ floor as directed including piping refix the insulation, Gas charging filling the cavities on wall setting of grills alignment complete including, testing & commissioning to the entire satisfaction of Engineer - in - Charge. 241 Supply and fixreplacement 240V 20 Amp singlepole and earth enclosure with a two pin and earth plug and socket complete with one single poleMCB20 Amp SPAll as directedEIC .Make: Legrand , Cat No: 6078 41/Equivalent in L & T/Indo Asian. 242 Taking down the old sub main wiring and M/L for new sub main wiring with 2 run single core 4.0 sq mmPVC unsheathed copper multi stranded, FRLS conductor drawing into and including PVC conduit medium grade of size not less than 20 mm dia with all fittings and fixtures like L- bow, saddles etc of white/lvorycolour PVC conduit including multi stranded copper earth conductor 4.0 sq mm one run as earth continuity conductor all as directed by Engineer in Charge. 243 Supply and fixing in replacement of LED street light fitting 45 Watt 230 V AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed. Make: Havells Cat Part No ENDURAPEARLNEOSL45LED757PASYTOPC or its equivalent make of Crompton/Bajaj/HPL/GM. 244 Supply, fixing, connecting and testing in replacement of 150 Watt LED flood light 230 Volt AC outdoor type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrosion resistant complete with driver and lamp complete all as specified and directed. Make: Havells Cat No JETAIRISFLS150WLED757PSYMLTG or its equivalent make of Crompton/GM/HPL. 245 Supply and fixing in replacement to ground with suitable pole mounting with OD of 76 mm, connecting and testing 40 Watt LED Post Top Luminaire, 230 Volt AC outdoor type with decorative post top for 360° indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete all as specified and directed. Make: Crompton Cat Part No LPTO-40-CDL/M or its equivalent make of Havells/Bajaj/GM/HPL. 246 Supply and fixing passing through pole cable 3 core PVC insulated unsheathed multi stranded copper conductor of size 2.5 Sqmm from junction box to lightfitting all as directed by EIC. Make: Havells/Finolex/Poly cab. 247 Supply & fixing in replacement of transparent cover type street light junction box of size 168 mm x 253 mm x 115 mm made of high quality thermoplastic type with hinged and 4 Nos DIN mounted terminal suitable for 10 Sqmm XLPE cable, IP-66 (Dust and power jet Proof according to IEC 60529) , shock proof, rust free, corrosion free acid and chemical resistant, fire retardant having high impact (IK 08) totally insulated (Class II ) made of halogen and silica free recyclable material, UV resistant having high grade gasket made of poly-urethane with copper bus bar 25 x 5 mm -04 strip, one noMCB SP 6 Amps with locking arrangement and 2 Nos M40 size cable gland and one M32 size gland suitable up to, 10Sqmm cable etc and fixing to the street light pole with 02 Nos, 25 x 3 mm thick MS clamps, nuts & bolt, etc. complete all as specified and directed. Make: Hensel Cat Part No KG 9002 or its equivalent make. 248 M & L for removal of existing treatment from PCC poles and applying two coats of weather proof exterior emulsion paint on old painted surface over a coat of primer, complete all as specified and directed by Engineer-in-Charge. 249 M&L for cleaning of feeder pillar/ panel after dismantling the Incoming and outgoing connections from MCBs and replacing the old unserviceable Gland, lugs, nuts & bolts, push buttons, indicating lamps, supporting insulators etc., and checking the serviceability of MCBs, cables and earth continuity conductor including replacement of worn out and unserviceable minor accessories all as specified and directed by Engineer-in-Charge.Note: Spares / materials charge for repair/replacement of worn-out parts shall be measured and paid separately under relevant items. 250 S & F in replacement of MCCB 4 Pole 100-125 Amps 415V 16 KA 251 S & F in replacement of MCB TPN63Amp, 4 Pole, C Curve 252 S & F in replacement of MCB DP 32-40Amp, C Curve 253 S & F in replacement of MCB SP 6 to 32Amp, C Curve 254 Comprehensive Maintenance, Servicing and carrying out periodical service to Voltage Stabilizer, servo type of capacity 63 KVA, 3 phase, 50 c/s, AC including along withrepairing/ replacing of all defective parts such as nut-bolts, washers and all other minor accessories as required at siteall as specified and directed by Engr in charge. Notes: 255 (a) Any additional parts required to be replaced will be measured and paid separately as Supply only against appropriate item of schedule. However labour element and painting involved in replacement are included in quoted rate against this item. 256 (b) Any minor repairs involved to make the voltage stabilizer functional if notified by the Engr-in-Charge shall be carried out by the contractor without any extra cost to the department. (c) Following parts (if renewed) shall be measured and paid separately under appropriate items at Supply only rates and unserviceable parts retrieved through replacement shall be measured under Sch of credit. 257 Disconnecting the complete unit of Servo Controlled voltage stabilizer of capacity 63 KVA, 3 phase, 50 c/s, AC supply of Make- Volteck or as per existing make and overhauling of the same by cleaning, servicing all serviceable accessories including painting with two coats of synthetic enameled paint externally after rubbing of old loose paint along with writing SM No. and capacity on the face of stabilizer and making all connections at both ends including providing lugs on existing cable and testing on full load after completion of repair / overhauling work complete all as specified and directed.NOTE: - (i) Supply only spare parts shall be measured and paid separately under relevant items of this schedule. (ii)Transportation charge / labour charge during the repair of voltage stabilizer from the site to workshop are included in the items of this schedule 258 Supply only following spare parts of 63KVA capacity Servo Voltage Stabilizer complete all as specified and directed: - 259 AC synchronous motor single phase, 50 Hz, 240 volts Make:UNI STEP or equivalent make suitable for volteck servo . 260 Variable auto transformer (Variac). 261 Sensing Transformer. 262 Carbon brush with holder complete. 263 Solid state sensing circuit. 264 RC Net work. 265 PCB connector. 266 Gear big. 267 Carbon fingers. 268 Variac Control CT. 269 Main Bushing with brass rod (insulator & rod). 270 High low cut off relay. 271 Series transformer. 272 Wiring Set. 273 Gear small. 274 Transformers oil filtering with test 275 Replacement of electronic control board 276 Fixing of top cover after repair and testing up to entire satisfaction of Engr in Charge. 277 Supply, installation, testing and commissioning of street light timer control panel, on pole/wall/floor mounting made out of CRCA steel sheet duly powder coated with locking arrangement, including internal wiring complete with bypass arrangements as per manufactures recommendation and design complete all as specified and as directed.Make: Havells Cat Part No IHXTS09120 or its equivalent make of above specification. 278 S&F bracket for fixing to street light poles, made out of suitable dia for fitting of LED street light fittingsmedium grade GI pipe bend to shape inclusive of one primer coat, one under aluminium coat and one aluminium finishing coat of paintall as directed by the Engineer-in- Charge. Make: TATA / Jindal / Surya Praksh. 279 Supply, install, test and commissioning of outdoor type double door LT Feeder pillar box made out of 3.15 mm thick CRCA sheet outdoor type totally enclosed weather dust and vermin proof as per IS , CPRI Approved with front opening suitable locking arrangement having copper bus bar of 300 Amp capacity for RYB and half for neutral and insulated with insulators, including connecting incoming and outgoing cables necessary PCC 1:3:6 in foundation and made out of 50 mm x 50 mm x 6 mm angle iron grouted at ground above 30 cm from ground level comprising of the following etc complete all as specified and directed by Engineer-in-Charge. Note: Cost of necessary internal wiring from bus bar to MCCBs/MCBs/Enclosure connections etc shall be deemed to be included in the unit rate. 280 Incoming:(a) MCCB 200 Amp 4 pole 36 KA Ics=100% of Icu with spreader & rom -01 No. (b) Indication Lamp Red/Yellow - 03 No (c) SP MCB 6A -03 Nos (d) MFM Meter with CT- 01 No (g) Provision for installation of KESB 3 Phase meter with necessary accessories. 281 Outgoings.(a) 125 Amp 4P MCCB 25 KA Ics=100% of Ics with spreader & rom -01 No (b) 100 Amp 4P MCCB 25 KA Ics=100% of Ics with spreader & rom -01 No (c) 63 A 4P MCCB 25 KA Ics=100% of Ics with spreader & rom -01 No.(d) 32 Amp 4 MCCB 16 KA, Ics=100% of Ics with spreader & rom -01 No. 282 M & L for re-filling of chemicals (minimum 25-30 ltrof Bentonite chemical / Graphite compound for each earth pit) in existing chemical earthing at technical area for achieving satisfactory earthing value with comprising of the Bentonitecomponents including necessary excavation/drilling for lift of cylindrical copper tubes from the ground and re-fixing the same by using Rig machine and providingenclosure with heavy duty plastic cover having locking arrangement including changing of electrode with pure copper chemical earthing electrode (length ofRod : 3 mtr Approx) for excellent conductivity & work efficiencycomplete all as specified and as directed.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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