View Bid Results For Health Insurance Tenders

We found 166 Bid Results related to health insurance tenders. You can find Contractor details who won health insurance tenders along with contract details in Bid awards announcements section.

Filters
Stage
115
28
23
Tender Publishing Platform
14
152
State / UT
27
31
28
22
21
7
5
4
4
4
4
4
4
4
3
2
2
2
2
2
2
2
2
1
1
1
1
1
Contract Value
71
19
46
30
Publish Date
0
1
0
0
0
Sector
24
28
23
19
10
10
9
9
8
8
6
6
6
4
4
3
2
2
2
2
1
1
1
1
1
Ownership
7
76
34
31
12
6
6
1
Within keyword
Active filters:
Showing 1–4 of 166 tenders matching your filters
Contract Date: Ref. Documents Contract Value : 2.97 Crore
Government Departments No of Bidders 6
2.
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
3.
Public Administrative Department #11293241 AOC
Tender for Group Health Insurance Policy For Benfed Employees.
Contract Date: Jun 15, 2026 Contract Value : 16.52 Lakh
Cooperative No of Bidders 3
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 2
8.
Health and Family Welfare #10839793 Price Bid
Procurement Of Machinery And Equipment On Behalf Of Directorate Of Health Services Hp- Cardiac Monitor 2 High Pressure High Speed Horizontal Steam Instrument sterilizer 3 Phacoemulsification Unit 4 FESS Endoscopy Unit 5 ENT Operating Microscope 6 OAE(Clinical) 7 ENT Workstations /Treatment Unit 8 Shaver System cum Micro Drill 9 Digital Mammography Unit 10 Analogue Mammography Machine 11 Computed Radiography System for Mammography 12 Electro Hydraulic Operation Table for Orthopaedic Surgery 13 Surgical Instrument Set (Ortho) 14 Autopsy(Mortuary)Table 15 Mortuary cabinet (6- body) 16 Laparoscopic Set with Instruments 17 CTG Machine 18 Delivery Table(Obstetric Labour Table) 19 Foetal Doppler 20 Multipara Monitor (OBG) 21 Video Colposcope 22 Suction Apparatus 23 Autoclave Horizontal 24 Autoclave Vertical 25 Autoclave OT Automatic 26 Multi-Channel Electrocardiographic 27 Fogging Machine for OT (Fumigator) 28 Crash Cart Trolley 29 Infusion Pump 30 Retinoscope 31 Indirect Ophthalmoscope 32 Electric Cautery 33 Laryngo-Laryngoscope 34 Digital Otoscope 35 Head Light(ENT) 36 Power Drill for ortho 37 Power Saw for ortho 38 Harmonic Scalpel 39 Laparotomy Set 40 Single Puncture Laparoscope for Tubal Ligation 41 Spot Light 42 Note :- 1. The Basic price of the goods to be quoted without GST. 2. All the prices should be quoted in Indian Rupee (INR) only. 3. The CMC should be quoted year wise without GST. 4. CMC rate and Turnkey work (if any) shall be included for determining L-1 bidder. 5. GST shall be payable as applicable from time to time. 6. Charges towards Packing & Forwarding, Inland Transportation, Insurance (local Transportation and storage) would be borne by the Supplier from warehouse to the consignee site, Loading/Unloading and other local costs incidental to delivery of the goods to their final destination as per Section-I shall also be borne by the supplier. 7. The price should be inclusive of Supply, installation, Commissioning charges. 8. L-1 will be determined item-wise on Total Basic Price of the Equipment (all inclusive) (excluding GST) + Total CMC (if any) (excluding GST) + Turnkey Work (if any) (excluding GST) for all the Items as mentioned in Section-I. 9. In case of optional accessories/items (if any), rates may quoted in separate PDF file (along with the price bid), which will not be considered for determining L-1 bidder. It is reiterated that the bidder should not submit this in the technical bid. It is certified that the cost of goods shown above, is all inclusive except GST. Signature of Authorized Signatory with Seal
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 12
Himachal Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
11.
Health and Family Welfare #10623690 Price Bid
Operation And Maintenance Of Basic Life Support ( Bls ) Ambulances Through Centralized Call Centre , ( 108 ) Medical Emergency Response Services And Health Helpline ( 104 ) For The State Of Arunachal Pradesh Under Department Of Health And Family Welfare , Operation And Maintenance Of The Blsambulances , Branding Of The Ambulances , Installation Of Medical Equipmentand Their Maintenance , Installation Of Software Including Gps And Provision Of Other It Tools In All The Ambulances . , Comprehensive Maintenance Charges Of The Ambulances , Recurring Cost Of Consumable Items And Drugs . , Fuel Charges , Statutory Taxes , Registration Cost , Road Taxes , Insurance Cost Etc . , Recruitment & Training Of Personnel Employed In The Ambulances , Uniforms , I-Card Etc . , Salary And Other Allowances Of The Staffs Deployed In The Ambulance . , Internet Charges , Stationary Items Etc . , Establishment , Operation And Maintenance Of The Integrated ( 104&108 ) Call Centre , Setting Up Of Call Centre To Accommodate Minimum 5 Cubicles For Eros , With Facility For Training/Conference Hall , Pantry , Reception& Toilets Etc . , Installation Of Itequipment ( Hardware ) , Software , Furniture& Fixture , Etc . , Rent Of Building , Electricity And Water , Internet , Telephone , A/C Charges , Stationary Charges Etc . , Salary And Allowances Of The Personnel Deployed , Recruitment And Training Of The Staffs Engaged , Annual Maintenance Contract Of The Equipment And Hardware .
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Arunachal Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
15.
Health and Family Welfare #10370678 Price Bid
Re-Tender (4Th Time Offer) For The Procurement Of Child Health Nursing Laboratory Items For The Department Of College Of Nursing , (On Sr. No. 06) , Standard Accessories If Required As Per Tender Specification In Inr With Hsn Code , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Gstvalue Or%As Applicable , Total Equipment Price + Standardaccessories Amount (Inclusive Gst) , (Sr. No. 6+7+8+9) , Cmc (From 6Th To 10Th Year) , 6Th , 7Th , 8Th , 9Th , 10Th , Total Cmc Cost , Gst Value Or% On Cmc ( As Applicable) , Total Cmc Price + Gst , Total Cost Ofequipment[Total Amount + Cmc With Gst (6Th To 10Thyrs) In Inr] , (Sr. No 10+19) , Description , E-Bid Notice No. Dated -10.12.2024 , Name Of The Equipment/Item:- , Oem Name/Make , Model No. , Equipment/Items Hsn Code , Quoted Unit Fob Price: Sgd/Jpy/Euro/Usd Etc. , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Standard Accessories Unit Fob Price If Required As Per Tender Specification In Foreign Currency With Hsn Code , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Equipment Fob Price + Standard Accessories Price In Foreign Currency , (Sr. No. 6+7) , (-) Less Indian Agency Commission (If Any) , Net Equipment Fob Value , Add Freight & Insurance Charges , Total Equipment Cip / Cif Value , (Sr. No. 10 + 11) , * Cost Ofcustom Duty , Igst+ Other Taxes , * Cost Ofclearance Charges , * Add Indian Agency Commission In Inr , Cost Of Equipment (Cip/Cif Value) + Custom Duty+ Custom Clearance +Igst+ Indian Agency Commission In Inr , *Standard Accessories If Required As Per Tender Specification In Inr , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Gstvalue Or% (As Applicable) , (On Sr. No 18) , Total Standard Accessories Price (Inr) + Gst , (Sr. No. 18+19) , Cost Of Turnkey Work (If Required) , Gst Value Or % On Cost Of Turnkey Work (If Required) , Total Cost Of Turnkey Work Inclusive Gst , (Sr. No. 21+22) , Total Cost Of Equipment , (Sr. No. 17+18+19+20+23) , Cmc On Net Fob Value (From 6Th To 10Th Year) , 6Th , 7Th , 8Th , 9Th , 10Th , Total Cmc Value , Gst Value Or% On Cmc Value (As Applicable) , Total Cmc Price (6Th To 10Thyrs) Including Gst , Grand Total Amount Of Equipment (Sr. No. 24+33)
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
16.
Health and Family Welfare #10370673 Price Bid
Re-Tender (4Th Time Offer) For The Procurement Of Maternal And Child Health Nursing Laboratory Items For The Department Of College Of Nursing , (On Sr. No. 06) , Standard Accessories If Required As Per Tender Specification In Inr With Hsn Code , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Gstvalue Or%As Applicable , Total Equipment Price + Standardaccessories Amount (Inclusive Gst) , (Sr. No. 6+7+8+9) , Cmc (From 6Th To 10Th Year) , 6Th , 7Th , 8Th , 9Th , 10Th , Total Cmc Cost , Gst Value Or% On Cmc ( As Applicable) , Total Cmc Price + Gst , Total Cost Ofequipment[Total Amount + Cmc With Gst (6Th To 10Thyrs) In Inr] , (Sr. No 10+19) , Description , E-Bid Notice No. Dated -10.12.2024 , Name Of The Equipment/Item:- , Oem Name/Make , Model No. , Equipment/Items Hsn Code , Quoted Unit Fob Price: Sgd/Jpy/Euro/Usd Etc. , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Standard Accessories Unit Fob Price If Required As Per Tender Specification In Foreign Currency With Hsn Code , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Equipment Fob Price + Standard Accessories Price In Foreign Currency , (Sr. No. 6+7) , (-) Less Indian Agency Commission (If Any) , Net Equipment Fob Value , Add Freight & Insurance Charges , Total Equipment Cip / Cif Value , (Sr. No. 10 + 11) , * Cost Ofcustom Duty , Igst+ Other Taxes , * Cost Ofclearance Charges , * Add Indian Agency Commission In Inr , Cost Of Equipment (Cip/Cif Value) + Custom Duty+ Custom Clearance +Igst+ Indian Agency Commission In Inr , *Standard Accessories If Required As Per Tender Specification In Inr , (Exclusive Of All Taxes) , (With 05 Years Unconditional Warranty) , Gstvalue Or% (As Applicable) , (On Sr. No 18) , Total Standard Accessories Price (Inr) + Gst , (Sr. No. 18+19) , Cost Of Turnkey Work (If Required) , Gst Value Or % On Cost Of Turnkey Work (If Required) , Total Cost Of Turnkey Work Inclusive Gst , (Sr. No. 21+22) , Total Cost Of Equipment , (Sr. No. 17+18+19+20+23) , Cmc On Net Fob Value (From 6Th To 10Th Year) , 6Th , 7Th , 8Th , 9Th , 10Th , Total Cmc Value , Gst Value Or% On Cmc Value (As Applicable) , Total Cmc Price (6Th To 10Thyrs) Including Gst , Grand Total Amount Of Equipment (Sr. No. 24+33)
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 5
18.
Tourism #10317833 Price Bid
Smriti Van At Chabisay Seyok Under Forest Department,Gta. - Boundary Fence ( L = 595.00 m): Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) Depth exceeding 1.50m 2 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 3 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge. 4 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. 5 Cost of Boulder 150 mm size delivered and stacked at site 6 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 7 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 8 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. i) Tor/ mild steel ( other manufacture nat specified) 9 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 10 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m 11 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement motera) 20 mm thick 12 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(b) On steel or other metal surface : 13 Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised C clips to grid of horizontal strands of galvanised high tensile spring steel wire of fixed to the vertical posts by means ofgalvanised special clips, bolts and nuts etc.(I) 50 mm. x 50 mm. x 8 g. 14 Footpath (L= 565.00 m Width-1.50m)Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.a) Depth exceeding 1.50m 15 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 16 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 17 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 18 Cost of Boulder 150 mm size delivered and stacked at site 19 Filling in Foundation or Plinth with Silver Sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand 20 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes ii ) River bazree (1:1.5:3) 21 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 22 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 23 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 24 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 25 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 26 Observatory Tower (G+2 Storied) Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. a) Depth exceeding 1.50m 27 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 28 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 29 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 30 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 31 Cost of Boulder 150 mm size delivered and stacked at site 32 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 33 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 34 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 35 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 36 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 37 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .25 to 30 mm thick shuttering 38 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 39 (d) Extra for works beyond the roof of ground floor per additional floor(i) upto 4th (per floor) and in basement. 40 second floor/ second basement 41 Third Floor 42 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete ihncluding cuting to requisite size fabrication with necessary metal are welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, confumables such as the cost of gas and hirea charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. i) For trusses spanning u p to 12.00 mSquare tube 50x50x4.5 mm th = 5.95 kg/m 43 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 44 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 45 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 46 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 47 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(WALL)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 48 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(FLOOR)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 49 Supplying and laying true to line and level vitrified tiles of approved brand(size not less than 600mmx600mmx10mm thk) in floor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thk cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive(6mm thk layer applied directly over finished artificial stone floor/mosiac etc without any backing course) laid after application slurry using 1.75kg of cement per m2 below mortar only, joints grouted with admixture of white cemet and colouring pigment to match with colour of tiles/epoxy groutmaterials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete true to materials, labour and all other incidential charges complete true to manufacturers specification and direction of Engineer-In-Charge.(White cement, synthetic adhesive and grout materials to be supplied by the contractor) I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. 50 Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohrs hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturers specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N(A) Deep Colour & White 51 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the framef) sissu, gammar, champ 52 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (f) sissu, gammar, champ 53 Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. 54 Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. 55 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 56 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 57 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia 58 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated(iv)150mm long x 10 mm dia rod 59 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 60 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M] 61 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M] 3 track 62 Labour charge for fabricating and installation of composite door window, partition made from annodised extruded alloy sections for the following units: (A)Glazed aluminium windows ,made of extruded and anodised alloy aluminium sectn fabrications ,including cutting to proper shape and size , drilling and alinging of window and shutter frame fitted with a built locking arrangements, sliding rollers and other necessary fittngs, fixture, adhesives and joineries along with neooprene or EPDM gasketing inbetween window frame and masonry work( walls columns window, lintels etc) as well as between stars and shutters frame and fixing glass & Polysulphate Sealant and inbetween shutter and window frame where necessary including cutting to requisite size and fixing the glass as per drawing, specification and direction of Engineer-in-Charge. The rate includes the hire charges of all tools and plants ,including all incidential charges , adhesive,joineries such as screws cleats angles etc. but excludes the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangements and rollers. 3 track sliding window 63 Supplying bubble free float glass of approved make and brand. Confirming to IS 2835-1987. (ix) 5mm thick coloured/ tinted/ smoke glass . 64 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooR Grills above 10 kg/m2 to 16 kg/m2 65 Lime punning about 3 mm thick with stone lime and shell lime 66 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 67 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIc(b) Two Coats 68 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothening the surface. 69 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 70 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On timber or plastered surface : 71 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 72 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber or plastered surface :a. iv. 2 coat any shad 73 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber Steel surface :a. iv. 2 coat any shad 74 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 75 D) shoe:(ii) 110mm Dia 76 SANITARY & PLUMBING:Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground.32 mm 77 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)15 mm (b) For CONCEALED wORK 78 upply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)75mm 79 Supplying, fitting and fixing Peets valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).32 mm 80 Supplying, fitting and fixing Peets valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).15 mm 81 Supplying, fitting and fixing bib cock or stop cock. (d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). 82 Supplying, fitting and fixing bib cock or stop cock. (a) (i) Chromium plated Bib Cock short body 83 Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand). 84 (f) hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall 85 Supplying, fitting fixing pillar cock of approved makec) CP Pillar Cock - 15 mm. (Code No. 5011 & Model - FLORENTINE of JAQUAR 86 e ) CP Centre hole basin mixture with regular spout without popup waste system with 450mm long braided hoses( Equivalent to Code No. 5167(B) & Model - FLORENTINE OF JAQUAR or similar brand 87 Supplying P.V.C. water storage tank of approved make quality with closed top with lidUPTO 1000 Ltr. 88 Wash basin wite vitrous china of approved make ( without fittings) supplied, fitted and fixed in position on 75 mm x 75mm x 75mm wood blocks and cast iron brackets including two coat of painting oa C. I bracket (i) 450 x 300mm size 89 Supplying fitting fixing EWC in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With S Trap 90 Supplying fitting fixing Closet seat of approved make with lid and CP hinges , rubber buffer and brass screwscompletea) EWCiv) Bestolite (solid type ) white 91 Supplying fitting and fixing C.I or P or S trap comforming to I.S 3989/1970 and 1729/1964 including painting the exposed surface.P trap (100 mm dia) 92 Supplying, fitting fixing soap holder.c.(a) PTMT(Prayag or equivalent) 93 Supplying fitting and fixing 10 litres porcelain low down crysteen of approved make with either side or bottom inlet,sideoverflow, brackets complete with all internal PVC fittings. 94 Supplying fitting and fixing porcelain toilet paper holder of approved make and size.Roll type size ( 175mm x 150mm) 95 Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass (i) 25 mm dia. and 450 mm long 96 Supplying fitting fixing best quality Indian make mirror 5.5 mm thick with Silvering as per ISI specification supported on fibre glass frame of any colour, frame size 550 mmx400mm 97 Supplying fitting and fixing in position C.I manhole/ pit cover with rim.(b) Square = (i) 450 mm X 450 mm X 16 kg (approx.) 98 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. 99 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Lengthb) 110 mm 100 fittingsplain teeb) 110 mm 101 Bend 45 degreeb) 110 mm 102 xi) Door Bend (T.S.) b) 110 mm 103 xvi) Pipe Clipb) 110 mm 104 xv) Vent Cowlb) 110 mm 105 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.Work above groundb) 110 mm 106 Construction of inspection pit (inside measurement 600mmx600mmx 450mm depth) as per drawing with 250mm thick brick work in cement morter (4:1) bottom of the pit consisting of 10mm thick cement concrete (1:3:6) over brick flat soling, providing channel or invert with cement concrete (1:2:4) top of the pit covered with 100mm thick RCC slab (1:2:4) and reinforcement upto 1%) having one manhole cover of approved Quality with necessary fittings, plastering with sand and cement morter (4:1) 12mm thick On entire internal surface and exposed external surface of wall, 20mm thick bottom Of pit 6mm thick on internal and external surface of the RCC slab neat cement finishing On all plastered surfaces, including earthwork in excavation and fitting the sides of the pit With earth complete in all respects with all materials and labour900x 750 x600 mm 107 Construction of Septic tankas per approved drawing and specifications including supplying fitting and fixing necessary specials and fittings such as S.W. Tees, C.I. foot rests, 560mm dia. R.C.C. manhole covers of approver quality including necessary earth work in excavation in all sorts of soils including bailing out water, and shoring etc. as necessary and refilling the sides of the tank with clear filling up the chambers with clear water after removing all foreign materials from inside the chambers and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. complete in all respects with all materials and labours( approved water proofing compound shall have to be plastering all internal surfaces of the tankB) With Bazree (N.B Varity) (Other than SAIL/TATA/RINL). 10 User 108 Construction of circular soak well 2.50mtr. deep with dry brickwork 2.10mtr.from the bottom end and brickwork in cement mortar (4:1) in top 1.50m with 20mm cement mortar plaster (4:1) inside including filling up the inside pit 1.00metre from bottom and 30 cm thick annular space all round the full depth of the pit upto dry brick work with brick metal of sizes 5cm to 15cm (bigger size placed at of the pit covered with 10cm thick R.C.C. slab (4:2:1) with necessary reinforcements and shuttering including 6mm thick (4:1)a)With 250 mm dry brickwork and 250mm thick cement brickwork(6:1). and 1.00m inside dia2.5mm deep 109 Ordinary Bat delivered and stacked at sith 110 Stone ballast 40 mm down of N.B variety delivered and stacked at site 111 Meditation Centre: Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.a) Depth exceeding 1.50m 112 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 113 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 114 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 115 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 116 Cost of Boulder 150 mm size delivered and stacked at site 117 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 118 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 119 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 120 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 121 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 122 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 123 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 124 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete ihncluding cuting to requisite size fabrication with necessary metal are welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, confumables such as the cost of gas and hirea charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. i) For trusses spanning u p to 12.00 mSquare tube 50x50x4.5 mm th = 5.95 kg/m 125 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 126 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 127 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 128 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 129 Wood work in posts, post plates, rafters, battens, truss members, purlins etc. fitted and fixed complete (excluding the cost of bolts, paints, but including the cost of nails, screws etc.). Ground Floor - Sal : Local 130 Supplying, fitting and fixing boiling water resistant ply conforming to IS: 303- 1989 bonded with phenol formaldehyde synthetic resin of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in- Charge.[excluding the cost of supporting frame work and teak wood batten/Lipping]In Ground Floor 131 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the framef) sissu, gammar, champ 132 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (f) sissu, gammar, champ 133 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 134 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 135 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia 136 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated (iv)150mm long x 10 mm dia rod 137 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 138 P.V.C- False Ceiling :Providing False Ceiling made with framework of steel tube of 40mm x 20mm of not less than 18 gauge,the long and cross section will be welded with each other 1000mm to 1200mm apart the entire framework will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATED P.V.C Section 150mm x 12mmx 1.00mm (+/- 0.01mm) of approved quality and colour will be fixed on the frame so that the entire framework will not be visible from below P.V.C Section will be fixed with the frame with the help of self tapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paint as required as per direction of Engineer-in- Charge .In ground floor. 139 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]3 Track W 140 Labour charge for fabricating and installation of composite door window, partition made from annodised extruded alloy sections for the following units: (A)Glazed aluminium windows ,made of extruded and anodised alloy aluminium sectn fabrications ,including cutting to proper shape and size , drilling and alinging of window and shutter frame fitted with a built locking arrangements, sliding rollers and other necessary fittngs, fixture, adhesives and joineries along with neooprene or EPDM gasketing inbetween window frame and masonry work( walls columns window, lintels etc) as well as between stars and shutters frame and fixing glass & Polysulphate Sealant and inbetween shutter and window frame where necessary including cutting to requisite size and fixing the glass as per drawing, specification and direction of Engineer-in-Charge. The rate includes the hire charges of all tools and plants ,including all incidential charges , adhesive,joineries such as screws cleats angles etc. but excludes the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangements and rollers. 3 track sliding window 141 Supplying bubble free float glass of approved make and brand. Confirming to IS 2835-1987. (ix) 5mm thick coloured/ tinted/ smoke glass . 142 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooR Grills above 10 kg/m2 to 16 kg/m2 143 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).a) With i)IN ROOF0.5 mm thick sheet 144 Galvonised iron sheet ridging fitted with necessary bolt, screws, washers etd complete (225 mm end lapping).450 mm laping each way 145 Supplying, fitting & fixing polycarbonate sheet of approved make & brand conforming to IS: 14443-1997 and having 50 micron UV protection layer under co-extrusion technology, Fire rating being B-s1 as per EN13501-1 certification, fitted and fixed with 60mm wide aluminium channel section top and bottom member in dry-glaze sandwitch system, (unit wt. of top and bottom members: 0.375 kg/m & 0.69 kg/m) of approved brand and profile, EPDM quality rubber gaskets, anti dust tape, end closer C channel and 75 mm long Self tapping screw being drilled through the centre leg of the bottom section with nuts placed at 300 mm apart without anyway puncturing the polycarbonate sheet, EPDM Washer 16 mm dia & 3 mm thick washer etc complete strictly as per manufacturers specification and direction of Engineer-in- Charge. (Payment to be made on area of finished work) .In Roof:- Natural/ Blue/Green/Bronze/Opal/Metallic grey colour. c)With 2 wall 10 mm overall thickness (wt.1.70kg/sqm,Ugvalue being 3.1 W/m2K, Min. cold bending radius of 1200 mm) 146 Galvonised iron sheet eaves gutter fitted and fixed with necessary 50 mm x 6mm M.S flat bar clamps bent to design, bolt , nuts, washers etc complete eaves gutter made of 0.63 mm thick. (b) 300 mm. wide gutter 147 Wooden eaves board as per design fitted and fixed complete.(iii) Ornamental eaves board (Badam/Gamar/Champ/Hallak). a) 19 mm thick 148 Holding down bolt with nuts including 100x100x6mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as diredted.25 mm dia 149 Lime punning about 3 mm thick with stone lime and shell lime 150 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 151 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIc(b) Two Coats 152 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothening the surface. 153 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 154 Chopal varnish of approved quality including preparing surface(i) On new wood surfacev 155 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 156 C) Bend 87.5 degree (ii) 110mm Dia 157 D) shoe:(ii) 110mm Dia 158 Hanuman Mandir :Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 159 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 160 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 161 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 162 Cost of Boulder 150 mm size delivered and stacked at site 163 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.1:3:6 proportion 164 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:2:4) 165 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 166 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 167 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 168 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 169 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 170 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete ihncluding cuting to requisite size fabrication with necessary metal are welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, confumables such as the cost of gas and hirea charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. i) For trusses spanning u p to 12.00 mSquare tube 50x50x4.5 mm th = 5.95 kg/m 171 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 172 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 173 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 174 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 175 Supplying, fitting and fixing Marble Slab/tile of 15mm to 18mm thickness in dado / wall in 15mm (avg.) cement morter(1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4kg/Sq.m at the back side of marble & pointing in cement morter (1:2) (1 cement, 2 marble dust) with admixture of pigment matching the stone shades including polishing all complete as per direction of Engineer-In-Chargeincluding cost of materials, labours, scaffolding, staging, curing complete.With Chawk Dungri 176 Supplying and laying true to line and level 20 mm / 25 mm. thick precast roof tiles made of cement conc. with stone chips as per approved strength and density set in 25mm avg. thickcement morter(1:3) and filling up joint (3 mm wide) with cement sand mortar (1:1) applying cement slurry @ 1.75 kg per Sq.m back of tiles and then settting close the precasttiles, finishing up the joints with slurry already laid and finally finishing the top surface including providing 150 mm. high skirting with the same tiles flushed with the insidesurface of parapet wall,finishing the mouth of rain water pipes, curving etc. as necessary complete as per direction of the Engineer-in-charge. (Levelling if necessary may be paidseparately). (a) For 20 mm. thick precast tiles (cement 14.6 kg/ Sq.m for underlayer) 177 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooR Grills above 10 kg/m2 to 16 kg/m2 178 Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) 179 Lime punning about 3 mm thick with stone lime and shell lime 180 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 181 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothening the surface. 182 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 183 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On Steel surface : 184 Ticket Counter cum Guard Room:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 185 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 186 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 187 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 188 Cost of Boulder 150 mm size delivered and stacked at site 189 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety(a) 1:3:6) 190 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:2:4) 191 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:1.5:3) 192 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 193 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 194 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 195 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 196 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 197 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 198 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 199 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 200 Supplying and laying true to line and level vitrified tiles of approved brand(size not less than 600mmx600mmx10mm thk) in floor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thk cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive(6mm thk layer applied directly over finished artificial stone floor/mosiac etc without any backing course) laid after application slurry using 1.75kg of cement per m2 below mortar only, joints grouted with admixture of white cemet and colouring pigment to match with colour of tiles/epoxy groutmaterials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete true to materials, labour and all other incidential charges complete true to manufacturers specification and direction of Engineer-In-Charge.(White cement, synthetic adhesive and grout materials to be supplied by the contractor)(I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement moar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.(A) Deep Colour & White 201 Supplying and laying 20 mm thick designer chequered tile of any shade and of approved quality as per I.S 1237:1980 laid in pattern as directed in pavement, foothpath including necessary under lay 25 mm thick average cement moter (1:3) complete in all respct with all labour and material. 202 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame f) sissu, gammar, champ 203 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. sissu, gammar, champ 204 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 205 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 206 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia 207 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated(iv)150mm long x 10 mm dia rod 208 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 209 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. 210 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. an.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]3 Track W 211 Labour charge for fabricating and installation of composite door window, partition made from annodised extruded alloy sections for the following units:-(A)Glazed aluminium windows ,made of extruded and anodised alloy aluminium sectn fabrications ,including cutting to proper shape and size , drilling and alinging of window and shutter frame fitted with a built locking arrangements, sliding rollers and other necessary fittngs, fixture, adhesives and joineries along with neooprene or EPDM gasketing inbetween window frame and masonry work( walls columns window, lintels etc) as well as between stars and shutters frame and fixing glass & Polysulphate Sealant and inbetween shutter and window frame where necessary including cutting to requisite size and fixing the glass as per drawing, specification and direction of Engineer-in-Charge. The rate includes the hire charges of all tools and plants ,including all incidential charges , adhesive,joineries such as screws cleats angles etc. but excludes the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangements and rollers. 3 track sliding window 212 Supplying bubble free float glass of approved make and brand. Confirming to IS 2835-1987. (ix) 5mm thick coloured/ tinted/ smoke glass . 213 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooRGrills above 10 kg/m2 to 16 kg/m2 214 Lime punning about 3 mm thick with stone lime and shell lime 215 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 216 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIc(b) Two Coats 217 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothening the surface. 218 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 219 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On timber or plastered surface : 220 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 221 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber or plastered surface :a. iv. 2 coat any shad 222 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) OnSteel or Metal surface :a. iv. 2 coat any shad 223 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 224 D) shoe:(ii) 110mm Dia 225 Toilet Block.( Gents & Ladies) Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. a) Depth exceeding 1.50m 226 E xcavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 227 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 228 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 229 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 230 Cost of Boulder 150 mm size delivered and stacked at site 231 (II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety(a) 1:3:6) 232 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:2:4) 233 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 234 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 235 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 236 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .25 to 30 mm thick shuttering 237 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 238 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 239 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement motera) 20 mm thick 240 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement moter, 15 mm thick 241 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 242 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(WALL)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 243 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(FLOOR)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 244 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the framef) sissu, gammar, champ 245 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. sissu, gammar, champ 246 Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. 247 Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. 248 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 249 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 250 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete. (i) 250mm x 16mm dia 251 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated(iv)150mm long x 10 mm dia rod 252 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 253 Supplying best Indian sheet glass panes set in putty (as per I.S specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & upto 6 m height for external wall). 4 MM THICK 254 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooRGrills above 10 kg/m2 to 16 kg/m2 255 Supplying fitting fixing steel windows and ventilators with or without integrated grills confirming to IS 1038 - 1975 and manufactured from rolled sections confirming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etcincluding hoisting in position, straightrning if rerquired, fixing lugs in cement concrete (1:2:4) with stone chips 20mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hung shutters bars with/without fixed type ventilators. 256 Lime punning about 3 mm thick with stone lime and shell lime 257 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 258 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIc(b) Two Coats 259 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothening the surface. 260 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 261 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. (a) On timber or plastered surface : 262 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. (a) On timber or plastered surface : 263 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber surface : 264 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary. (a) On Steel surface : 265 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 266 D) shoe:(ii) 110mm Dia 267 SANITARY & PLUMBING: Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground.32 mm 268 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)15 mm (b) For CONCEALED wORK 269 Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)75mm 270 Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)25mm 271 Supplying, fitting and fixing Peets valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).32 mm 272 Supplying, fitting and fixing Peets valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).15 mm 273 Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.20 mm 274 (d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).20 mm 275 (a) (i) Chromium plated Bib Cock short body 276 Supplying, fitting and fixing push cock of heavy quality and of approved make and brand.(a) Cast iron 15 MM 277 Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand). 278 Supplying P.V.C. water storage tank of approved make quality with closed top with lidUPTO 1000 Ltr. 279 Wash basin wite vitrous china of approved make ( without fittings) supplied, fitted and fixed in position on 75 mm x 75mm x 75mm wood blocks and cast iron brackets including two coat of painting oa C. I bracket (i) 450 x 300mm size 280 Supplying fitting fixing EWC in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With P Trap 281 Supplying fitting fixing Closet seat of approved make with lid and CP hinges , rubber buffer and brass screwscompletea) EWCiv) Bestolite (solid type ) white 282 Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding P or S trap (excluding cost of concrete for fixing).(ii) 530 mm X 410 mm 283 Supplying fitting and fixing C.I or P or S trap comforming to I.S 3989/1970 and 1729/1964 including painting the exposed surface.P trap (100 mm dia) 284 Supplying, fitting fixing soap holder.c.(a) PTMT(Prayag or equivalent) 285 Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. 286 Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass (i) 25 mm dia. and 450 mm long 287 supplying fitting and fixing flat back urinaal ( half stall urinal ) in white vetreous china ware of approved make in position with brass screwson 75 mm x 75 mm x 75mm x wooden block complete(ii) 470 mm X 280 mm X 340 mm 288 Supplying fitting fixing best quality Indian make mirror 5.5 mm thick with Silvering as per ISI specification supported on fibre glass frame of any colour, frame size 550 mmx400mm 289 Supplying fitting and fixing in position C.I manhole/ pit cover with rim.(b) Square = (i) 450 mm X 450 mm X 16 kg (approx.) 290 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. 291 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Lengthb) 110 mm 292 fittings plain teeb) 110 mm 293 Bend 45 degreeb) 110 mm 294 xi) Door Bend (T.S.) b) 110 mm 295 xvi) Pipe Clipb) 110 mm 296 xv) Vent Cowlb) 110 mm 297 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.Work above groundb) 110 mm 298 Construction of inspection pit (inside measurement 600mmx600mmx 450mm depth) as per drawing with 250mm thick brick work in cement morter (4:1) bottom of the pit consisting of 10mm thick cement concrete (1:3:6) over brick flat soling, providing channel or invert with cement concrete (1:2:4) top of the pit covered with 100mm thick RCC slab (1:2:4) and reinforcement upto 1%) having one manhole cover of approved Quality with necessary fittings, plastering with sand and cement morter (4:1) 12mm thick On entire internal surface and exposed external surface of wall, 20mm thick bottom Of pit 6mm thick on internal and external surface of the RCC slab neat cement finishing On all plastered surfaces, including earthwork in excavation and fitting the sides of the pit With earth complete in all respects with all materials and labour900x 750 x600 mm 299 Construction of Septic tankas per approved drawing and specifications including supplying fitting and fixing necessary specials and fittings such as S.W. Tees, C.I. foot rests, 560mm dia. R.C.C. manhole covers of approver quality including necessary earth work in excavation in all sorts of soils including bailing out water, and shoring etc. as necessary and refilling the sides of the tank with clear filling up the chambers with clear water after removing all foreign materials from inside the chambers and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. complete in all respects with all materials and labours( approved water proofing compound shall have to be plastering all internal surfaces of the tankB) With Bazree (N.B Varity) (Other than SAIL/TATA/RINL). 50 Users 300 Construction of circular soak well 2.50mtr. deep with dry brickwork 2.10mtr.from the bottom end and brickwork in cement mortar (4:1) in top 1.50m with 20mm cement mortar plaster (4:1) inside including filling up the inside pit 1.00metre from bottom and 30 cm thick annular space all round the full depth of the pit upto dry brick work with brick metal of sizes 5cm to 15cm (bigger size placed at of the pit covered with 10cm thick R.C.C. slab (4:2:1) with necessary reinforcements and shuttering including 6mm thick (4:1)a)With 250 mm dry brickwork and 250mm thick cement brickwork(6:1). and 1.00m inside dia 301 Ordinary Bat delivered and stacked at sith 302 Stone ballast 40 mm down of N.B variety delivered and stacked at site 303 (8)Gazeboo(5 Nos) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 304 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 305 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 306 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 307 Cost of Boulder 150 mm size delivered and stacked at site 308 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety(a) 1:3:6) 309 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:2:4) 310 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:1.5:3) 311 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 312 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 313 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 314 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 315 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 316 Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohrs hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturers specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N 317 Lime punning about 3 mm thick with stone lime and shell lime 318 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 319 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothening the surface. 320 (9)3 nos of gate and front drop point ) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 321 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 322 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 323 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 324 Cost of Boulder 150 mm size delivered and stacked at site 325 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety(a) 1:3:6) 326 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 327 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 328 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 329 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 330 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground floor.Grills above 16 kg/m2 331 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative 332 Lime punning about 3 mm thick with stone lime and shell lime 333 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC (b) Two Coats 334 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 335 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 336 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary. (a) On Steel surface : 337 (10)Road Cum Parking (L=300.0m, Width-6.0m)Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) Depth exceeding 1.50m 338 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 339 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 340 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 341 Cost of Boulder 150 mm size delivered and stacked at site 342 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 343 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 344 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 345 (11)Water Reserve tank (13,000 lits) and water supply with HDPE pipe(L=450.0m):Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) Depth exceeding 1.50m 346 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 347 Cost of Boulder 150 mm size delivered and stacked at site 348 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 349 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . ii ) River bazree (1:1.5:3) 350 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. i) Tor/ mild steel ( other manufacture nat specified) 351 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 352 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 353 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement motera) 20 mm thick 354 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 355 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground. 32 mm 356 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground. 15 mm For CONCEALED work 357 Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia) 358 B. 10 Kg / Sq.Cm. (Working Pressure) (Dia)25 mm dia 359 Labour, fitting and fixing high density polythene pipe or P.V.C. pipe for above ground including cost of joining material paints etc fitting and fixing all necessary special cutting pipe making thread, cutting holes on wall or RCC floor where necessary and mending good all damages excluding the cost of masonary. Work above ground 360 Supplying, fitting and fixing Peets valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). 80 mm dia 361 Supplying, fitting and fixing Peets valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). 25mm dia 362 Hanuman Statue 363 Garden Chair 364 DUSTBIN 365 Glow Sign Board 366 Glow Sign Board… 367 Glow Sign Board
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
West Bengal View Result →
19.
Heavy Industries and Public Enterprises #10302614 Price Bid
Tender For Providing infrastructure facilities for Kerala Machinery Expo 2025atInternational Exhibition Cum Convention Centre. Infopark Express Way, Kakkanad, Ernakulam, Kerala from 20/09/2025 to 23/09/2025--- 1 Providing infrastructure facilities for Machinery Expo 2025 at Kinfra International Exhibition cum Convention Centre Kakkanad. 2 Hire and labour charge for Providing AC Exhibition pavilion (For Large Machinery Stalls & Additional Stalls of 3x3) with Germen structure constructed with Aluminium Alloy pipes and silpolin side covering, fitted with suitable sheet and adequate lighting as per direction of the committee and dismantling and removing from the site. Rate including DG set and fuel cost for running AC and light. The pavilion should be ready to allot on 18/09/2025 at 08:00 PM onwards with basic lighting. During Exhibition days, AC should be started functioning one hour prior to the stall opening time. The Temperature inside the pavilion should be maintained at 24 Degree C.The area is indicative only. The rate will be pro-rata basis. 3 Hire and labour charges for providing and spreading the clean and neat Synthetic Carpet for the Exhibition area of 6 Halls, 2 Pavilions, passages and removing from the site. 4 Hiring and erection of fabricated stall of 3 x 3 m ( For machinery)- (60- inside ofHalls + 76 -outside pavilion, along with heavy machinery area) with prefab powder coated octanorm system along with aluminium section (powder coated) white laminated sheet including Facia with name of units (List will be provided), Octanorm system table- 1No ( 4 ft x2.5 ft), Chair -2Nos,Light -2nos, power plug– 1No, 3 phase power facility-1No (minimum 5HP/stall, If required additional, additional power line should be arranged) with proper electrical wiring, Waste Bin 1no etc including dismantling and removingfrom site. If needed, additional stalls to be provided at a rate on the pro-rata basis 5 Hiring and erection fabricated stall of 8 x 6 m ( For machinery) with prefab powder coated octanorm system along with aluminium section (powder coated) white laminated sheet including Facia with name (List will be provided), Octanorm systemtable- 3 No ( 4 ft x2.5 ft),Chair -6 Nos, Light -10 nos, with proper wiring, power plug – 3 nos., 3 phase power facility-3 No (minimum 30HP/stall, If required additional, additional power line should be arranged)with proper electrical wiring, Waste Bin – 1no., etc including dismantling and removingfrom site 6 Hiring and Erection fabricated stall for machinery of 11 x 5 m or5 x 5 m with prefab powder coated octanorm system along with aluminium section (powder coated) white laminated sheet includingof Facia on wall with name (List will be provided), Octanorm systemtable- 4 No ( 4 ft x2.5 ft),Chair -8Nos,Light -10nos, with proper wiring, power plug – 2 nos.,3 phase power facility-3No (minimum 30HP/stall , If required additional, additional power line should be arranged)with proper electrical wiring, Waste Bin – 1no., etc including dismantling and removingfrom site – This is for the Pavilion C 7 Hiring and erection and setting up medical room with white laminated sheet at four sides andcovered with door at passage front, including Facia with name : “Medical Room”, Single cot with bed – 1 nos., Table 1, Chair -4, power plug – 2 nos., Waste Bin – 1 no, Pedestal FAN – 2nos. Door etc including dismantling and removingfrom site, 8 Hiring and erection of fabricated stall for providing “Office and Reception cum registration area” of 20m x 2m (approximately 10 stalls of 2mx2m )with prefab powder coated octanorm system along with aluminium section(powder coated) white laminated sheet including Facia with name, table- 10 Nos ( 4 ft x2.5 ft), Chair – 20 Nos, Spot Light -20 nos, power plug – 15 nos., Waste Bin – 5 no. Safe Locker 1 No. Pedestal FAN – 6 nos including dismantling and removingfrom site.Internet facility with wired connection & Wifi Facility 9 Hiring and erection of fabricated stall with prefab powder coated octanorm system along with aluminium section (powder coated) white laminated sheet (four side covered with door at passage front, including Facia with name : “VIP Longue ( approx. 30 sqm )”, Sofa 3 Seat with cover – 2 nos., Single Sofa with cover – 2 nos, Teapoy – 1 No, LED TV with live telecasting of the event, glass tumblers with lid 6 nos, tray 1 no., Light -4nos, power plug – 3 nos., Waste Bin – 1 no., door etc , Tower A/C to be installed with to keep room temp below 24 deg C.The rate including the fuel cost for the generator for the AC and Light. Also including dismantling and removingfrom site 10 Hiring and Erection of Facia on wall with name (List will be provided), Octanorm systemtable- 1No ( 4 ft x2.5 ft),Chair -2Nos,Light -2nos, with proper wiring, power plug – 2 nos.,3 phase power facility-1No (minimum 5HP/ stall, If required additional, additional power line should be arranged)with proper electrical wiring, Waste Bin – 1no., etc including dismantling and removingfrom site – This is for the rooms inHallA and B(24 nos) 11 Hiring and providing adequate PA sound system with settings for the announcement from the registration area, should be audible at all locations including machinery stalls (8 Halls), Registration Counter, Heavy machinery area (The two temporary pavilion). 10000 W with all necessary items for smooth functioning of programme.Rate including dismantling and removing form site. 12 Supply of drinking water (20 ltr filled jar 45 nos/day) with 15 dispenser unit and cup. - for 5 days 19/09/2025 to 23/09/2025 13 Supplying and fixing Pagoda white tent (Arabian Tent) (20x20ft) for setting up Snacks counter, For Space Connecting Pavilion C & D , removing from site as per requirements. Basic Lights and 6 power plugs should be arranged in the Snacks Counter. Rate includes the power charges and fuel costs. 14 Supplying and fixing Pagoda white tent (Arabian Tent) (20x20 ft) for setting up including dismantling and removing from site as per requirements. With Basic Lights and 1 power plugs. For facilities at Machinery Display area (E1, E2, E3, E4 ) Octanorm system table- 1No ( 4 ft x2.5 ft), Chair -2Nos, Light -2nos, Pedestal FAN – 1nos, with proper wiring. Rate including dismantling and removing form site 15 Hire and labour for providing Visitors counting equipment to be provided at the entrance with display of count during exhibition time, and dismantling from the site. 16 Hire and labour for providing Metal Detector and removing from the site after Exhibition 17 Hire and labour for providing Queue Manager and removing from the site after Exhibition 18 Arranging continues security services of 16 persons during exhibition time and 6 person for remaining time. Required from 18/09/2025, 8:00 PM to 24/09/20254, 12 noon) 19 Cost for engaging labour (12 persons/day) for cleaning stalls and premises of exhibition, Food court, Convention Centre and other places used for exhibition purpose. (From 19/09/2025 to 24/09/2025 ) 20 Providing CCTV surveillance (40 Cameras and 4 LED TV monitor) in the location specified by committee of the entire proceedings inside for 5 days with facility to store the proceedings and provide in external hard disk of the entire proceedings. 21 Providing LED wall (30 ft x 10ft ) (p3.91 LED Wall Indoor) with high density video graphic camera and mixing unit for projecting signalsto the LED wall and with live telecasting on Youtube and Facebook and dedicated internet connection 22 Arranging all necessary permission and inspection from Government departments such as PWD, Police, Fire and rescue Department, Electrical Inspectorate, Corporation, Suchithwa Mission and relevant departments including fees and other expenses. 23 Hire and labour charges for putting up LED Flood Outdoor Light in conduit wiring 24 Hire and Labour charges for putting up illumination light (‘Mala’ of 100 bulbs) in conduit wiring. 25 Hire and Labour charges for putting up illumination light (200W rainbow Colour LED Flood Outdoor light) in conduit wiring 26 Hire and labour charges for Generator with diesel For illumination, light (In and Outside of Exhibition hall) all other power requirement (except for items as specified in item 1.27and 1.34) , sound systems, etc.. in sound proof vehicle including transportation cost, diesel and operator etc- complete – Average use 11Hrs(10 A. M to 8 P.M) for 5 day. Additional 10 hours After closing of Exhibition for loading the machineries. 27 Air Curtain- 4Ftat each Pavilion of the Machinery exhibition stalls 28 Hire and labour charges for Generator with diesel for providing 3Ph power to the exhibitors for live demonstration in sound proof vehicle including fixing Cabling and DB settings, transportation cost of diesel and operator charge etc. Average use 10 Hrs – Expected power requirement-650KW– (requirement mentioned in item no. 1.01, 1.06 to 1.08, For 5 days. (8 hours on 19/09/2025 & 10Hrs/day for 20/09/25 to 23/09/25)Additional Generator requirement in terms of capacity and usage will be calculated on pro-rata basis. 29 Videography and photography of entire programs in HD format as per direction of the committee. 30 Loading and unloading support :Forklift 2Nos, crane 2 no., Pallet trolley 4nos with loading and unloading Labours and operators for the equipment for 4 days(from 18/09/2025 8:00PM to 20/09/2025(Noon), 23/09/2025 5pm to 24/09/2025 5pm, Ramp arrangements for entering to the Halls may be arranged accordingly 31 Fire extinguisher in Pavilion as per fire and safety standards 32 Insurance coverage (for mishaps, if any, happening at the venue of the event) provided for all participants, officials and visitors, machinery & equipments of the Exhibition during the event days. 33 Providing all sign boards including direction, toilet, food court, entry, exit, Health Protocols, Parking etc… and board showing list of all Exhibitors. 34 Hire and Labour Charge for Providing Metal Barricading for the exhibition area including Removing and dismantling from the site 35 Hire and labour charges for Generator with diesel for adequate light for security purpose in hanger, dome and ground during night time. (Form 18/09/2025 6 pm to 24/09/2025 6 am ) 36 Hire and labour charges for spreading clean and neat Synthetic Carpet at Theme Pavilion at the location demanded by the committee –Appxarea of 1000 sqft. 37 Extra Power Plugs at various location of the exhibition centre with power supply as demanded by the Organiser.Required Locations are: Theme Pavilion, Selfie Point, Stage of the Convention centre, Design wall, LED Wall locations.Should be arranged at extra locations as specified by the organizer 38 Support systems for Media Partner • Internet facility with wired connection • Wifi Facility at Exhibition Centre and Convention Centre. 39 Plastic waste disposal from the exhibition site- tie-up with the selected agency and handover the materials to them. Also should arrange the requirements of the Agency
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
20.
Housing Urban and Rular Development #10301263 Price Bid
Repairs And Renovation To The Police Station Building In Calangute Constituency.-Dismantling wood work ofsectional area40 sq.cm. and above wrought framed and fixed in frames, other frames and trusses including stacking of material within 50 mts. lead (span upto 10 mtrs.) 2 Dismantlingdoors, windows and clearestory windows (steel or wood) shutters including chowkhats architrave holdfast etc. complete and staking within 50 mt. Lead 3 Of area 3 sq.m. and below 4 Dismantling the tile workin floors and roofslaidin cement including stacking of materials within50 meters lead for thickness of tiles 10mm to 25mm. 5 Demolishing dry bricks, pitching in floors drains etc., including stacking of serviceable and disposal of unserviceablematerial within 50 mts. lead. 6 Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. 7 Demolishing laterite stone masonry in cement mortar including stacking of serviceablematerial & disposal of unserviceable material within 50 mts. lead. 8 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mts. lead. 9 Laterite masonry in neatlydressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement: 4 coarse sand in foundation uptoplinth level 10 Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon. 11 Second class Indian teak wood 12 Providing and fixing 38 mm thick panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including black enamelled iron butt hinges with necessary screws: 13 Second class Indian teak wood 14 Providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embeded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size. 15 40 x 3 mm flat iron hold fast, 15 cm long 16 Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. Complete 17 150 x 10 mm 18 Providing and fixing bright finished brass handles with necessary screws etc complete 19 125 mm 20 Providing& fixing chromium plated brass tower bolts (barrel type) with necessary screws complete. 21 150 x 10 mm 22 Providing and fixing chromium plated brass handle with necessary screws etc. Complete 23 125 mm 24 Provided and fixing chromium plated brass 100-mm. rim latch and lock and a pair of knobs with necessary screws etc. complete (Indian make of approved quality). 25 Provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete. 26 Single Colour Foam Core FRP (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by usingtray system with seasoned hard wood, moisture less than 17%, wood styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) . The core of shutter will be filled as specified (Expanded Polystyrene Foam / Polyurethane Foam (EPS/PU) Foam). The shutter to be of single colour & water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory. Accessories: 27 S. S. Hinges 4” - 3 Nos 28 S. S. Latch - 1 No 29 Tower Bolt 5” - 2 Nos 30 Handle 5”- 2 Nos 31 Note: For 35 & 40mm thickness shutters, only frames of 5 x 2 ½ Cross section frames to be used. 32 Shutter Thickness 30mm 33 FRP (Fiber Reinforced Polymer) Frames Manufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door.. The frame will be water proof as well as mild acid/ alkali resistant manufactured in an ISO 9001- 2015 certified company. 34 Specified Cross Section 4” x 2 ½ “ 35 Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Openable windows and ventilators using 18 mm series shutters section. 36 Plain glass 37 Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows. 38 Figured glass 39 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) 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. 40 Providing and fixing coloured ceramic tiles spartek or equivalent of 12 x 12 size and 6 mm thick in floors thread of stepsand landing on 25 mm thick bed of cement mortar 1:3 and jointed with cement slurry complete. 41 Providing and fixing vitrified glossy finished (600x600) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed ofcement mortar 1:3 and jointed with cement slurry complete. 42 Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete. 43 Wall Ceramic Glazed Tiles : 300 x 450 44 Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria(thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete 45 Light Shades 46 Providing and and laying rustic floor tiles (rectified) 374 x 374 mm of Johnson, Somany, Kajaria or equivalent (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete 47 Light Shades 48 Providing and fixing Granite stone slabs (flamed finish) 18mm thick in risers of steps, skirting, dado and pillars laid on cement paste and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 49 Elite Brown 50 Providing and laying Kitchen platfrom with granite top including laying fixing etc. (For 5.00m lenght) 51 Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge. 52 Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. 53 Providing water proofing treatment over the newR.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab andlaying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square.The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost ofinitial treatment of roof slab as follows. The injunction of damp proof or equivalent compoundwith cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m. 54 12mm cement plaster 1:4 (1 cement : 4 fine sand) 55 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. 56 Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. 57 Applying one coat of cement primer of approved brand and manufacture on wall surface. 58 Removing dry or oil bound distemper by scrapping sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 59 Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. 60 Painting one ormore coats with superior quality ready mixed paint of steel work of approved brand & manufacture in all shades on old work to give an even shade. 61 Wall painting(two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. 62 Polishing on wood work with ready made superior quality wax polish of approved brand and manufacture on new work. 63 Polishing on wood work with ready made superior quality wax polish of approved brand and manufacture on old work. 64 Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. 65 Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Proving and fixing white vitreous china water closet squatting pan (Indian type w.c. pan) size 580 mm with 100 mmsand cast iron P. or S trap 10 litres high level P.V.C. flushing cister (of approved make) with fittings, rack bolts 32 mm diameter P.V.C telescopic flush pipe with fit tings and clamps 25mm P.V.C. over flow pipe withspecials & mosquito proof coupling of approved municipal design and nylon pull complete cutting and making good the walls and floors where required. 67 Orissa pattern W.C. Pan 68 Proving and fixing white vitreous china water closet squating (European type w.c. pan) with seat and lid,C.P. brass hingesand rubber buffers 10 lts. Highlevel P.V.C..flushing cistern (of approved make ) with fittings, rack bolts 32 mmdiameter P.V.C.telescopic flush pipe with fit tings and clamps 25mm P.V.C.. over flow pipe withspecials & mosquito proof coupling of approved municipal design and nylon. chain and pull complete, cutting and making good the walls ad floors where required. 69 W.C. pan with white plastic seat and lid. 70 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mmand 340 x 430 x 265 mm sizes respectively with pvc automatic flushing cistern with fittings, R.S. or C.I. brackets, standard size galvanised steel flush pipe and spreaders with brass unions & G.I. clamps complete, including painting of cister and fittings, cutting and making good the walls and floors where required. 71 Range of three urinal basins with 10 litres pvc. automatic flushing cistern . 72 Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required. 73 Flat back wash basin size 550 x 400mm with a single 15 mm C.P. brass pillar taps. 74 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers. 75 Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws 76 600 x 20 mm size 77 Providing and fixing toilet paper holder : 78 C.P. Brass 79 Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw 80 Providing and fixing brass bib cock (heavy) of approved quality : 81 15 mm nominal bore 82 Providing and fixing brass stop cock (heavy) of approved quality : 83 20 mm nominal bore 84 Providing and fixingP.V.C. connection pipe with brass unions 15 mm nominal bore: 85 45 cm (18”) length . 86 Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming toI S 12701; 1996. 87 500 lit. Capacity 88 Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming toI S 12701; 1996. 89 1000 lit. Capacity 90 Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed: 91 110 mm dia 92 Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed: 93 75 mm dia 94 Providing and fixing rigid PVCbend of required degree (of approved make) for S.W.R. drainage pipes ofapproved including lubricating. 95 110 mm dia 96 Providing and fixing rigid PVCbend of required degree (of approved make) for S.W.R. drainage pipes ofapproved including lubricating. 97 75 mm dia 98 Providing and fixing rigid PVC bend (approved make ) for S.W.R. pipes including lubricating etc complete bend withdoor : 99 100 mm dia 100 Providing and fixing rigid PVC bend (approved make ) for S.W.R. pipes including lubricating etc complete bend withdoor : 101 75 mm dia 102 Providing and fixing single tee of rigid PVC (approved make) for S.W.R. pipes including lubricatingetc. complete, without door: 103 110 mm dia. 104 Providing and fixing single tee of rigid PVC (approved make) for S.W.R. pipes including lubricatingetc. complete, without door: 105 75 mm dia. 106 Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door : 107 110 mm dia 108 Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door : 109 75 mm dia 110 Providing and fixing single “Y” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : 111 110 mm dia 112 Providing and fixing single “Y” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : 113 75 mm dia 114 Providing and fixing nahani trap ofrigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : 115 110 mm dia 116 Providing and fixingU.P.V.C. pipeclips (approved make ) for S.W.R. pipes: 117 110 mm dia 118 Providing and fixingU.P.V.C. pipeclips (approved make ) for S.W.R. pipes: 119 75 mm dia 120 Providing and fixing R.P.V.C. vent cowl: 121 110 mm dia 122 Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 123 15mm nominal bore 124 Providing and fixing NICKEL chrome plated copper alloy Fancy two way long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 125 15mm nominal bore 126 Providing and fixing NICKEL chrome plated copper alloy Fancy wall mixer non telephonic shower system Jaquar make or equivalent. Confirming to IS 8931;1993 127 Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe). 128 20 mm outer dia CPVC pipe 129 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 including cutting of stone and making good the walls wherever required. Kitchen sink without drain board. with coupling & all accessories complete with choke stop strainer, Plain type having flat borders for correct sandwithing between the plaform top and bottom slabs complete. 130 Overall size 610mmx460mm (24x18) bowl size 560mmx410mmx215mm (22x16x81/2) Glossy. 1.0mm thk, 131 Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards. 132 Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. 133 SCH-40(blue)/(white) 134 40mm outer dia. 135 Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including jointing of pipes & fittings with one step UPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer. External work. 136 SCH-40(blue)/(white) 137 25mm outer dia. 138 Providing and fixing double scaffolding system (cup lock type) on the exterior side of buildin g/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock ystem with M.S. Tubes, M. S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and aintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Eng ineer-in-charge 139 Providing and erecting steel tublar props of requried height upto 14 feet, L head or flat head braced at center and supporting a continuous 2 X 3 wooden runner, resting on wedge and block minimum capacity 1.5 Ton to support the structure provisionally during repair and jacketing etc. and maintaing them in position till requried item etc. complete. The props are erected in perfect vertical in plumb taking /transferring the load equally/ uniformly. The location of every prop should be one over another floor and it should not be eccentric. The tightening of every prop should be uniform to all props to strain the building uniformly, removing the same as and when directed by sturctural engineer/ site Engineer. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the suoervision of qualified supervisor and remove the same completion of work etc. complete. 140 Shear Connectors: Make 10 /12 mm dia holes using heavy duty electrically operated hammer drills in the concrete of RCC members to a depth of about 75 mm at 500 mm c /c or at suitable grid in zig-zag fashion, clean the holes using air jet and fix pre-fabricated 100 x 50 mm L-shape 8 mm dia rebar using Anti Corrosive protective coating so that 75 mm out of 100 mm is inserted inside the concrete and 25 mm remain outside along with 50 mm bend. The shear connectors are used to tie the additional reinforcement bars. 141 Drilling holes of specified dia., fixing it with PVC nozzles, sealing the diaphragm with Epoxy Sealant, EPCO-1010, allow it air cure for minimum 8 hours, cutting nozzles after grouting and sealing it with EPCO-1010 etc. complete as directed. Injecting low viscous high molecular weight polymer, MONOPOL with pressure created by compressor and epoxy injector with accessories. The pressure shall be not exceeding 3-4 kg/cm2 . Grouting to be done in cracks till the nozzle refuses to accept the grout or it flows from the adjacent nozzles etc. complete.incl. cost of scaffolding transport etc. as per dir of EIC.All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. 142 Removing old loose bottom or side cover of RCC slab, beam, columns etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost oftransport etc. as per dir of EIC.All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. 143 Providing and fixing WPC decorative eaves board of 12 mm thick as per Direction of Engineer - in - Charge. 144 Providing and fixing of 1hp Electric Pump of Kirloskaror equivalent make as per direction of Engineer- in - charge. 145 Transportation and carriage of material by mechanicaltransport lead beyond 5.00km upto 20 km including loading, unloading and stacking. 146 Supply of Mazdoor at the site for cleaning the debris as per direction of Engineer-in-Charge. 147 Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. 148 In R.S. joists, channels, angles, tees 149 Waterproofing of sunken slabs, toilet blocks, terraces on slabs under brickbats, roofs, watertanks. Cleaning the surface and filling cracks (if any), applying EPCO ACR wherever necessary, Providing and Moistening the surface with water to render it saturated. Mix Cement and Monobond WF in the ratio of1.25 kg to 1 by weight and stir continuously. Apply minimum 2 coats with an interval of 12 hours minimum between the coats.Fix fiber mesh while the first coat is still tacky.Cure with sprinkling of water 3-4 times a day. incl. cost of scaffolding transport etc. as per dir of EIC.All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent 150 Making up of distressed/loose/cracked/porous carbonated, loose part of concrete Monolith MC Silver which is a free flow, shrinkage compensated, high strength microconcrete. The microconcrete shall be mixed in a standard mixer. The microconcrete shall have a compressive strength of min 40 Mpa@ 28 days. Repair the damaged surface of concrete by fixing the form work/shuttering across the profile of damaged structural element and pour the free flow ready mix microconcrete. Microconcrete should be mixed homogeneously. For 25 kgs mix water requirement will be typically 3 to 4 litres. All areas of application shall be free from olly residues, dust and loose particles. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the supervision of qualified supervisor etc. complete. (All the chemicals will be of Krishna Conchem Products Pvt. Ltd or Equivalent. 151 Making up lost section of concrete with thixotropic repair mortor Monolith RM is a ready to use single component cementitious mortar for repairing concrete structures. The repair mortar shall have a compressive strength f min 40 Mpa @ 28 days. Mix Monolith RM powder with water in the proportion of 160 to 190 ml water to 1 kg of monolith RM powder using a planetary mixer to get a cohesive mortar. Apply the mortar to the surface and trowel it to restore the surface. The surface should be free from air gaps, voids should be in line with existing surface, including curing, cleaning the area etc. complete. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the supervision of qualified supervisor, etc.. complete (All the chemicals will be of Krishna Conchem Products Pvt. Ltd or Equivalent. 152 Providing and fixing Prince or equivalent make PVC SWR half round eaves gutter with bolts nuts and flat iron brackets 40 x 3 mm size complete. 153 180 mm nominal size
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
21.
Public Administrative Department #10224642 Price Bid
Tender For Proposed Construction Of Thirumana Mandpamfor 300 Person Capacity; 1 Description 2 Earth work excavation for foundation in all classes of soils and sub soils and todepth as may be directed except in hard rock, requiring blasting, including initialleads and lifts and re-filling the sides of foundation, with excavated earth in 150mm layers well watered rammed and consolidated, including depositing surplus earthclearing and levelling the site, shoring shuttering baling outwater wherever necessary etc., complete complying with standard specification. 3 Boring, providing and Installing cast in-situ single under reamed piles of specified diameter and length below the sand and lime mix pile 300 mm diameter and below the foundation to carry a safe working load not less than specified, including the cost of materials, machinery and labour charges etc., all complete 4 Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification 5 Supplying and filling in foundation, basement, etc with filling sand in layers 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. 6 Cement concrete 1:4:8 (one cement four sand eight aggregate) using 40mm gauge hard granite broken stone jelly for foundationincluding cost and conveyance of all materials labour formixing,l aying, compacting, curing, dewatering, side shuttering, wherever necessary including curing etc.,complete complying with standard specification and as directed. 7 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, RCC floor slab, roof slab, beams, lintels,Rectandular or square columns, sunshades,vertical slab, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) 8 Column /footing, Grade beamEtc 9 Roof slab and Beams 10 Column and sunshade 11 Providing and laying in position, Standardised concrete mix M-20 grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser/super plasticier) in recommended proportions as per IS:9103 to accelerate, rated settingof concrete improve workability without imparing strength and durability without (5 cum) 7730kg, of 20mm machine crushed stone jelly and with about (3.30 cum) 5156kg, of 10 - 12 mm machine pressed stone jelly and with about (4.79 cum) 7670kg of sand, but excluding cost of reinforcement grill an fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibraters, finishing, curing etc., and providing fixtures like fan clams in the RCC floor/ roof slabs where ever necessary without clamping etc., complete as per the standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). 12 Foundation and basement 13 Ground floor 14 First floor 15 Second floor 16 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) 17 Brick work in following Cement Mortar 1:5(one cement and five sand) using best quality of country bricks of size 8-3/4 x 4-1/4 x 2-1/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 18 Foundation & Basement 19 Brick work in following Cement Mortar 1:6(one cement and five sand) using best quality of country bricks of size 8-3/4 x 4-1/4 x 2-1/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 20 Ground floor 21 First floor 22 Second floor 23 Brick partition walls of 11.50cm thickness using best quality II class Ground moulded chamber burnt bricks of size 9 x 4-3/8 x 2-3/4 in Cement Mortar 1:3 (One Cement and Three crushed stone Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 24 Ground floor 25 First floor 26 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 27 Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 28 Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. 29 Finishing the top of roof with one course of machine pressed tiles of size 200mm x 200mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stoneSand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers 30 Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mmof approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 31 Paving the floor with joint free rectified glazed ceramic flooring tiles of size 305 mm x 305 mm x 8 mm of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 32 Dadooing walls with following best approved quality, white / colour glazed tiles ofsize 300 mm x 450 mm x 8 mm in Cement Mortar 1:2 (One Cement and Two crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. 33 Painting two coats of newly plastered wall surface with Water based 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. 34 Supplying and fixing of Teak wood frames 127x76 mm size including cost and conveyance of all materials and all labour chargesetc., complete as per the standard specification. (below 2 m in length) 35 CRCA pressed steel Box section 18 gauge or 1.25 mm thick for door frames including providing holes and fixing wooden blocks for fixing furniture and fittings. N-0303 with powder coated primes. 36 Supplying & fixing Teak wood temple type door (Temple pattern ornamental doors with high quality teak wood (country) with 2 minimum to 7 maximum thick ornamental frames, 2 thick to 5 thick kamala (flower planks), creeper, birds, animal figures sculptures, etc., back side 1 thick to 3 plank including necessary carving, shaping, wastage, etc., as per approved plan and design. (page.no.163, 2a))including all materials, labour charges for manufacturing and fixing in position including all furniture fittings etc., complete complying with standard Specifications. 37 Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 35mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops,3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers. Single Leaf 38 Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 35mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.Double Leaf 39 FRP door Sutter with FRP door frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and solid core FRP shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers. M-0394 40 Supplying and fixing of PVC Sliding Door with Roller. M-0393 41 UPVC WindowSpecification:SupplyingandfixingUPVC(Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profilethe size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle.The corners and joints should be welded and cleaned.Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work M-0674 42 UPVC VentilatorSpecification:SupplyingandfixingUPVC(Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work M-0675 43 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mmdiaof1.60mmthickweldedtotherailing.The supports will be groutedinto the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supportingarrangementsthehandrailinfloor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete(M-0652) 44 Supplying and fixingmild steel grill Gate including costconveyance of all materials and fixing in position including priming coat etc complete with standard specifications. 45 Supplying and fixing of best quality 110mm Dia PVC rain water pipes including cost and conveyance of all materials and labour charges for fixing in position etc., complete. 46 Best varnish two coat for wood workincluding all materials, labour chargescomplete complying with standard Specifications. 47 Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with P or S trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Executive Engineer before use on works). 48 Supplying and fixing in position European water closet of colour glazed earthen ware of approved quality with P trap or S trap with double flapped sheet and sheet cover with brass hinges and 10litre capacity PVC low level flusing tank with all internal fitting confirming to IS:2556 Part XII with sand cushion and forming flooring alroundthe closet using 40mm broken brick jelly in lime concrete 1:2:5 ( one part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connectionto cast iron soil pipes/ PVC pipes by dismandling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without quality with P trap or S trap confirming to IS:2556 - leakage etc., complete complying with standard spcifications. 49 Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia B class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). 50 Supply and fixing in position of best Indian make white glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers.(The urinal should be got approved by the Executive Engineer before use on works.)(S.no.125a, P.No.43) 51 Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer 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.) 52 Painting new iron works such as gate, steel doors windowsventilatorswithtwo coats of approved quality and color of synthetic enamel paint over one coat of zinc chromite primer in allfloor etc, complete complying with standard specifications. 53 Electrical Arrangements 54 Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires with metal box and 6A 1way modular Switch in flush with wall with suitable modular front plate cover for making good of the concealed portion for PVC concealed light point /fan point for Electronic Regulator) (4 Points Per Coil) (Anchor Roma/Equivalent)( DATA A) 55 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plateand making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) ( 5 points / Coil) Lower End (DATA B) 56 Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoireswith metal box and 6A 1way modular Switch in flush with wall with suitable modular front plate cover for making good of the concealed portion for PVC concealed light point /fan point for Electronic Regulator) (6 Points Per Coil) (Anchor Roma/Equivalent) (DATA -C) 57 Supply and fixing of single box type 420 W LED fitting with TW round blocks on wall or celling with PVC unsheathed Copper leads from terminals to the fitting. (DATA - D) 58 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 300mm down rod on the existing clamp (SD 110 ) 59 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 1 meter down rod on the existing clamp (SD 107) 60 Supply and fixing of 300mm (12) sweep (light duty) AC exhaust fan complete without provision of hole in the wall(SD 115) 61 Supply and fixing of louvers shutters arrangements for 300mm (12) sweep (light duty) AC exhaust fan (SD 120) 62 Supply and fixing of 375mm (15) sweep (heavy duty) AC exhaust fan complete without provision of holes in the wall (DATA E) 63 Supply and fixing of louvers shutters arrangements for 375 mm (15) sweep (light duty)AC exhaust fan.(SD - 121) 64 Supply and fixing of9 W LED bulb for BH point(DATA F) 65 Supply and fixing of WT bulk head fitting with guard suitable for 9W CFL LED Bulb with electrical connection. SD 84 66 Supply and fixing of Havells LED Low Bay 50W Fitting with MS Clamp Set with Bolt and Nut and to be suspended with SS Chain 32 mm width with End Hooks with PVC unsheathead Copper leads from terminals to the fitting. (DATA H) 67 Supply and fixing of 3 nos.6A two module 5 pin socket , 3 nos. 6A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 390) 68 Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40 A DP MCB Isolator as incoming and 6 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Lower End (SD 515) 69 Supply and fixing of 1 no.6/16 A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 402) 70 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 378) 71 Supply and fixing of Four pole sheet steel enclosure with 1 no 30 A FP isolator on wall and necessary connection for motor control (DATA I) 72 supply and fixing of 24W LED 2x2 square type Recessed fitting with LED (Lower end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting. (SD 440) 73 Wiring with 3 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A two way module switch with module front plateand making good of the concealed portion with suitable colour for Concealed PVC pipe Stair case Light point Lower End (DATA D) 74 supply and fixing of 30W LED street light fitting with LED (Lower end) with 25mm dia. GI pipe (class B) with 1 no.25mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting . (SD 447) 75 Supply and fixing of 25 A flush type wallsocket in sheet enclosure with 32A DP MCB in flush with wall with earth connection (For AC Plug) (SD 143) 76 Supply and fixing of Havells JETAALBA - FLOOD LIGHT -70W LED Fitting with Necessary Wall Grouting clamps with Fixing bolts on ceilling with PVC unsheathed Copper leads from terminals to the fitting. (DATA J) 77 Supply and fixing of 450MM 18 Almonard Walla Fan on wall with connection. (DATA K) 78 Supply and fixing of 4 way vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63 A 4P MCB Isolator as incoming and 12 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Lower End (SD 574) 79 Supply and Run of 2 of 2.5 sq.mm. (36/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2 X 2.5 Sq.mm Copper Wire and making good of the concealed portion with suitable colour. (SD 337) 80 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with suitable colour.(Data L) 81 Supply and run of 4 of 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection by 2 X 2.5 Sq.mm Copper Wireand making good of the concealed portion with suitable colour (Data M) 82 Supply and fixing of automatic electric water heater of 25 litres capacity suitable for 230V 50 c/s AC supply on suitable MS clamps with 3 core flex wire but without plumbing connection (SD 103) 83 Supply, erection,testing and commissioning of 1.5 Ton(4500 K.Cal/Hr) ABS Plastic split type Air conditioner confirming to is : 1391(part 2) 1992 Amdt No.1 to 2 fitted with Rotory compressor operating Refrigerant R.22/ Non CFC suitable for wall mounting for operating on 230 voltrs, 50 HZ single phase AC supply with star rating of 3 as per BEE specification and capable of performing the functions of1) Cooling 2) De humidifying 3) Air circulating4) filtering. 84 The installation works for the above split type AC units includes the followings. Mounting/fitting in door and out door units at the respective locations. 85 1. Laying Refrigerant pipe line of required length connecting both units after drilling hole/holes in the wall if required. Thickness of copper tubing shall not be less than 0.7mm. 2. Insulating the suction pipe with expanded polyethylene foam 5 mm tubing. 3. Laying 15mm dia Flexible PVC drain pipe to throw out. The condensate water being formed within Indoor unit. 4. Leakage testing the entire system with outdoor unit stand.5. Charging Refrigerant gas in the unit.6. Suitable electric wiring to be provided with 2.5 sqmm. PVC insulated copper wire between indoor and out door units up to 6 meters length and up to Switch within 3 meters of location of in door Unit. (Carrier/voltas) (DGS & D Rates) M 1986 86 Supply and installation of 4 KVA Capacity Automatic Voltage Stabilizer with time delay relay (M-1988) 87 Supply and Laying of 3 1/2 x 70 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. (SD 662) 88 Supply and clarnping of 3-1/2 x 70. PVC LTUG armoured cable on post or on wall with MS clamps (SD 203) 89 Supply and frxing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection (SD 167) 90 Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (SD 216) 91 Supply and run of 2 of 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection 14 SWG TC wire with painting of suitable colour (SD 55) 92 Supply and fixing of 100 A Three phase 500V 4 Pole Change over Switch on suitable angle iron frame work with MS cable entry boxes with earth connection only (SD 649) 93 Supply and fixing of TNEB metre board suitable for 3 phase 100A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2 x 1-1/2 x 1/4 rigidly fixed on wall covered with hylem sheet of size 2 feet x 1-1/2 feet of 12 mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 100A fuse units (500V) 1 no. neutral link, copper earth flat of size 1 x 1/4 with inter connection of EB meter to fuse units by 16 sqmm PVC insulated copper wire with earth connection complete, (SD 133) 94 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry (SD 211) 95 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection (SD 371) 96 Supply and fixing of 8 way vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 100 A 4P MCB Isolator as incoming and 6 nos.63A TP MCB and 2 Nos 32A TP MCB as outgoing in flush with wall with earth connection only. Lower End(DATA N) 97 Supply and Run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed copper conductor of 1100 V gradeon 7/20 GI wire for service connection mains (DATA O) 98 Supply and Run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed copper conductor of 1100 V grade in25mm dia GI pipe (class B ) suitably bent at both ends with necessary angle iron upright and end support for service connection mains (DATA P) 99 Water Supply Arrangements 100 Supplying laying and jointing 50mm P.V.C pipes ( 10Kg/SqCm ) of approved quality and best variety conforming to I.S.S and with I.S.I mark, of the following sizes including cuttingand fixing to PVC specials using Adhesive but excluding cost of such specials makinggood the dismantled portions to original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. below ground level upto 0.60m height. 101 Supplying and fixing in best 50mm Gate valve and all materials labour charges and cost of conveyance all including cost etc.,complete. 50mm Gate valve should be got approved by the Executive Engineer before use on works-1.00 No 102 Supplying, laying and jointing 25mm PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. 103 Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the works) 104 Supplying and fixing position CI Nahani Trap / Floor Trap of the following 100 x 75mm sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) 105 Supplying and fixing best approved best quality brass CP soap tray of size 150 x 100mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications.(The soap tray should be got approved by Executive Engineer before use on works). 106 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 107 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) 108 Supplying and fixing in position CP shower rose with CP stop cock arrangement of size 15mm dia inlet and 100mm outlet to the pipe line with necessary cutting, threading and jointing using shellac etc., complete complying with standard specification and as directed by the departmental officers (The CP shower rose should be got approved by the Executive Engineer before use on works). 109 Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements 110 50 mm dia 111 Elbow 112 Bend 113 Tee 114 Coupler 115 25 mm Dia 116 Elbow 117 Bend 118 Tee 119 Reducer 25 mm x 20 mm 120 Coupler 121 Supply and providing 2000 litres capacity Priming Tank made up of PVC. Make: SINTEX / EQUIVALENT M-0540 122 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 123 Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements 124 110 mm Dia Special 125 Elbow 126 Elbow with Door 127 Bend 128 Tee 129 Tee with Door 130 Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers 131 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT M-0851 132 Supply and fixing of Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS15683, complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc., complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT M-0852 133 Bore well 134 Drilling od 150mm dia pilot bore well in sedimentary areas by using CalyxRig any where in thanjvur district including transportation to anoher plce in alluvial soil or sedimentary strata of clay and sand stone ,shale ,pepples boulders ect by taking a pilot bore well of 140/150mm dia and then enlarging to required dia by direct or rotray drilling mud circulation method usingrotray rig, including cost og bendinite mud for drilling at the site site shown by the TWAD board officers including construction of mud pit WD-W0783/ P-198 135 Reaming from 200mm dia pilot bore in to 400mm dia bore as directed by TWAD Board officers. WD-W0805/ P-199 136 Labour charges for inserting ofPVC casing pipe in the drilled hole( With slots and without slots) includingjointing the couplers with cement paste and packing the annular space with pebbles of approved quality. As approved by the Executive Engineer. WD-W0830/ P-201 137 Charges for developing the Bore well with compressor of 600 cfm capacity(Minimum8 hours) including trasportation ,Labour,Fuel ectfor compressor as directed by the TWAD Board officers. WD-W0833/ P-201 138 Supply and delivery of unplasticisedPlain casing pipe of the following diameters in 3m lengtheach as per ISI 12818/1982 to suit deep borefrom 80m to 250m depth(CM)for delivery at site including loading and unloading,frieght,transit insurance and inclusive of all taxes ect.complete. 139 200mm dia PVC casing pipe (CS)WD-M0030/ P-06 140 200mm Dia PVC clatted pipeWD-M0032/ P-06 141 200mm PVC End capWD-M0030/ P-06 142 MSTop End cap WD-M0738/ P-195 143 Charges for Geophysical charges 144 Supply and delivery ofOpen well Horizontaltype Submersiblepump set conforming to IS 14220 /94capable of discharging the following duties due to all causes . The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller and brass screws with ISI mark,. The pump suitable for installation in sump with 1.1KV.grade 3 coresuitable copper flat submersible cable to a length of 15metres with necessary cable joints.The non-return valve located at the top of the pump in the discharge outletconnection is to be designed with minimum friction .The pump should be directly coupled to 2880 rpm, 3 phase, 50 Hz, 415V+6% & 415V-15% squirrel cage induction motor suitable for ATS starting and for continuous operation The pump set should be provided with 5m length of suitable size PVC insulated copper flat cable for connecting the pump set, starter & Isolator. including cost ofitem 1.B50 lpm x 50m HeadWD-M1614/ P-103 145 Supply, delivery of fully auto transformer starter with single phase preventor with Ammeter etc., complete50 lpm x 50m HeadStarter WD-M1909/ P-119 146 Supply, delivery of 1.1 KV grade, 3 core PVC insulated PVC sheathed, Submersible copper cablewith ISI marking conforming to IS 694/1900 of reputed make. 2.5 sqmm copper cable WD-M1974/ P-119 147 Supply and delivery of GI pipesand GIspecials for pumpset erection work. 148 100mm GI pipeWD-M0492/ P-27 149 100mm GI Elbow WD-M0594/ P-32 150 100mm CI Foot valveWD-M0065/ P-223 151 100mm CI Sluice valve WD-M1072/ P-57 152 100mm Heavy longCoupling WD-M1974/ P-32 153 100mm GI Flange set WD-M1974/ P-32 154 110mm PVC threaded couplerWD-M0058/ P-08 155 M.S. Bolt & Nut WD-M0589/ P-31 156 Rubber insertion sheetWD-M0591/ P-31 157 M.S. Clamp setWD-M0617/ P-32 158 Labour charges for erection of2.0 HP submersible pumpset in the borewell 159 Errection of 2.0 HP submersible WD-W0855/ P-203 160 Supplying and erecting in position of following liters capacity Industrial Model Reverse Osmosis Water-cum- Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. 161 (a) MS Skid - 1 No.(b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set(c) Feed Pump 0.50 HP – 1 No.(d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No.(e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos.(f) Flow Meter - 1 No. 20” Filter with Housing - 1 No. Low Pressure Switch - 1 No.,Level Switch - 1 No. &Necessary CPVC Pipes and Fittings.The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc. The rate should be inclusive of all civil works, wherever necessary to install theSystem in position and intact. (M-0723) - 500 Ltrs 162 Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below.Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. 163 Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications.
Contract Date: Ref. Documents Contract Value : Ref. Document
Trust & NGO No of Bidders 2
22.
Public Administrative Department #10207872 Price Bid
Salem District P.N.Patty Town Panchayat15th Fc 2023-24 Tied 1St Instalment Purchase Of Mini Lorry For Publice Health Use In P.N.Patti Town Panchayat , A Hopper Tipper Dumper Is A Truck Designed For Carryingmaterial, Which May Be Garbage, Construction Material,Mining Minerals And Any Other Loose Material. The Truck Isfi Tted With Specially Designed Hydraulic Tipping Mechanismdriven By Pto Or Power Pack, Which Enables The Dumper(Rear Portion Expect The Driver Cage) To Move Up And Downfor Unloading Of The Material. It Is The Safest Way To Quicklytransport Loose Materials From One Site To Another. , Generic Parametersvehicle Category , Generic Parametersvehicle Category , Vehicle Engine Cubic Capacity (Cc) , Type Of Fuel , Vehicle Emission Compliance , Number Of Cylinder In Engine (Nos) , Vehicle Mileage (Declared By Oem As Certified By Test Agencyunder Rule 115 Of Cmvr 1989) (Kmpl) , Gradeability Of Vehicle (Degree In First Gear) , Maximum Engine Power Range (In Kw) , Max Engine Power (Kw@Rpm) , Max Engine Torque (Nm@Rpm) , Fuel Tank Capacity (Liter) , Category Of Vehicle For Which Chassis To Be Used , Overall Length Of Vehicle (Mm) , Overall Width Of Vehicle (Mm) , Overall Height Of Vehicle (Mm) , Ground Clearance (Mm) , Minimum Wheel Base (Mm) , Type Of Tyre And Tube (For Both Front And Rear) , Front Vehicle Brake , Rear Vehicle Brake , Vehicle Transmission System , Type Of Steering , Turning Radius (Mm) , Nos Of Forward Gears , Vehicle Air Intake System , Type Of Clutch , Axle Configuration , Front Axle Suspension System , Rear Axle Suspension System , Air Conditioning , Standard Spare Wheel And Tool Kit , Warranty Period , Battery Warranty (Month) , Number Of Free Service (Nos) , Fabrication Description , Type Of Tipper , Define Type Of Tipper , Tipping Angle (Degree) , Hopper Tipper Dumper Container Capacity/Volume (Cubicmetres) , Tipper Body Pivot Length (Mm) , Tipper Body Length (Mm) , Tipper Body Height (Mm) , Overall Height Of Tipper From Ground (Mm) , Dumping Height (Mm) , Body Plate Thickness (Mm) , Tipper Sub Frame Thickness (Mm) , Hydraulic System , Tipping Hydraulic Cylinders(Make) , Hydraulic System Driven By , Tipper Container Material , Engine Oil Pressure Level Indicator In Control Panel , Fuel Gauge Indicator In Control Panel , Engine Cooling Liquid Temperature Indicator In Control Panel , Operating Hour Meter , Locking/Unlocking Of Tipper Discharge Container , Lowering/Lifting Of Tipper Discharge Container , Counter Weight , Insurance Charges, Temporary Registration Charges &Permanent Registration Charges,
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 5
23.
Public Administrative Department #10207497 Price Bid
Purchase Of Mini Lorry For Public Health Use In P.N.Patty Town Panchayat Instalment Purchase Of Mini Lorry For Public Health Use In P.N.Patti Town Panchayat , A Hopper Tipper Dumper Is A Truck Designed For Carryingmaterial, Which May Be Garbage, Construction Material,Mining Minerals And Any Other Loose Material. The Truck Isfi Tted With Specially Designed Hydraulic Tipping Mechanismdriven By Pto Or Power Pack, Which Enables The Dumper(Rear Portion Expect The Driver Cage) To Move Up And Downfor Unloading Of The Material. It Is The Safest Way To Quicklytransport Loose Materials From One Site To Another. , Generic Parametersvehicle Category , Generic Parametersvehicle Category , Vehicle Engine Cubic Capacity (Cc) , Type Of Fuel , Vehicle Emission Compliance , Number Of Cylinder In Engine (Nos) , Vehicle Mileage (Declared By Oem As Certified By Test Agencyunder Rule 115 Of Cmvr 1989) (Kmpl) , Gradeability Of Vehicle (Degree In First Gear) , Maximum Engine Power Range (In Kw) , Max Engine Power (Kw@Rpm) , Max Engine Torque (Nm@Rpm) , Fuel Tank Capacity (Liter) , Category Of Vehicle For Which Chassis To Be Used , Overall Length Of Vehicle (Mm) , Overall Width Of Vehicle (Mm) , Overall Height Of Vehicle (Mm) , Ground Clearance (Mm) , Minimum Wheel Base (Mm) , Type Of Tyre And Tube (For Both Front And Rear) , Front Vehicle Brake , Rear Vehicle Brake , Vehicle Transmission System , Type Of Steering , Turning Radius (Mm) , Nos Of Forward Gears , Vehicle Air Intake System , Type Of Clutch , Axle Configuration , Front Axle Suspension System , Rear Axle Suspension System , Air Conditioning , Standard Spare Wheel And Tool Kit , Warranty Period , Battery Warranty (Month) , Number Of Free Service (Nos) , Fabrication Description , Type Of Tipper , Define Type Of Tipper , Tipping Angle (Degree) , Hopper Tipper Dumper Container Capacity/Volume (Cubicmetres) , Tipper Body Pivot Length (Mm) , Tipper Body Length (Mm) , Tipper Body Height (Mm) , Overall Height Of Tipper From Ground (Mm) , Dumping Height (Mm) , Body Plate Thickness (Mm) , Tipper Sub Frame Thickness (Mm) , Hydraulic System , Tipping Hydraulic Cylinders(Make) , Hydraulic System Driven By , Tipper Container Material , Engine Oil Pressure Level Indicator In Control Panel , Fuel Gauge Indicator In Control Panel , Engine Cooling Liquid Temperature Indicator In Control Panel , Operating Hour Meter , Locking/Unlocking Of Tipper Discharge Container , Lowering/Lifting Of Tipper Discharge Container , Counter Weight , Insurance Charges, Temporary Registration Charges &Permanent Registration Charges,
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 5
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 7
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
29.
Rural Development #10029851 Technical Bid
Tender For Setting Up Of Stalls, Stage And Pavilion Of Bcdc Expo 2025. - Selection Of Event Management Agency For The Conduct Of Bcdcexpo 2025. - Craft Stalls Setup 2 Octonorm stall structure with standard partitions (10 fts x 10 fts ) 3 Around 6-inch waterproof raised platform with carpet finish on wooden batten frame | Material Spec: Waterproof Platform on Wooden Batten(10 fts x 10 fts ) 4 Standard octonorm table with customised front branding print Material Spec: Standard Size 5 Iron catering table with wooden finished top, frill, and top cover. Material Spec: Iron Stand with Wooden Finished Top 6 Octonorm Iron/Ply shelves(3 fts x 2.5 fts ) 7 Fascia Material Spec: Black BackFlexonIron/wooden Frame 8 Octonorm mounted spotlights (3 per stall) Material Spec: Octonorm Lights 9 Electrical plug point (5 Amp, 2 per stall) 10 Small dustbin (standard plastic/steel as per site requirement) 11 Story Board Designing and Printing|Material Spec: 3MM Sunboard Eco Flex Vinyl 12 German Hanger with Sufficient Air Condition Tonnage | Material Spec: As per Requirement and Layout to cover 100 stall with raised wooden platform min six inch (as per requirement) 13 Pedastal fan 14 2 chairs per stall 15 Food Stall (10ft x 15 ft) 16 Side Wall | Material Spec: Ply Back wall with flex mounted (10ft x 8 ft) 17 Back Wall | Material Spec: Ply Back wall with flex mounted(12ft x 8 ft) 18 Around 6-inch waterproof raised platform with carpet finish on wooden batten frame | Material Spec: Waterproof Platform on Wooden Batten 19 Iron catering table with wooden finished top, frill, and top cover | Material Spec: Iron Stand with Wooden Finished Top 20 Front Fascia | Material Spec: Black Back Flex on Iron/wooden Frame(15 ft x 1.5 ft) 21 Bottom Branding of Stall | Material Spec: Black Back Flex on Iron/ wooden Frame (15 ft x 3 ft) 22 LED Light 100 Watt 23 5 Amp Plug Point (4 Each Stall) 24 15 AMP Plug Point (2 Each Stall) 25 Small dustbin (standard plastic/steel as per site requirement) 26 German Hanger with Top and Side wall Drapping with raised wooden platform around 6 inch (15 ft x 15 ft) 27 Kitchen Area covered from Top, Back and Side(15 ft x 15 ft) 28 Pedestal fan 29 2 chairs per stall 30 Refreshment Zone 31 Thematic Refreshment Zone with top Cover (40 ft x 10 ft x 40 ft) 32 Iron catering table with wooden finished top, frill, and top cover 33 Chairs/Thematic Chairs 34 Thematic Décor 35 Standing Bar Table with Glass Top 36 Jumbo Cooler 37 Stage Area 38 Stage with Platform and Carpet(50 ft x 3 ft x 30 ft) 39 Stage cover with German Hanger 40 Stage VIP Chairs 41 Stage Podium with Front Branding 42 LED TV with Comfort Screen stand 43 LED Backdrop (32 ft x 15 ft) 44 Jumbo Cooler 45 Pedestal fan 46 Chairs for Audience 47 3 Seater Sofa 48 2 Seater Sofa 49 Que Manager 50 Centre Table 51 2 Green Rooms near Stage Area (10 fts x 10 fts ) - separate for male and female 52 KSBCDC OFFICE 53 German Hanger with Sufficient Air Condition tonnage| Material Spec: Approx 1000 Sq.ft (All side Cover from Draping inside and Outside should be cover with thematic branding) with around 6 Platform and Carpet 54 MODULAR TABLE 55 Highback Chairs 56 Plug Points 57 CORE i5/i7 Laptop with color laserjet printer- 1 58 Key Board and Mouse 59 Wifi Connection (100 MBPS) 60 Refrigerator (not less than 300 ltr) 61 Steel Almirah 62 CCD Coffee Machine with all Consumables without any limit 63 Water Bottle (250 ML)/day 64 Multi Tasking staff 65 Glass door 66 Glass cutted window 67 Food Packets for Lunch (Per Day) of Standard Quality 68 Evening Snacks(Per Day) of Standard Quality 69 Mobile Charging Station 70 2 Seater Sofa 71 Centre Table 72 LED Metal light 100 Watt 73 Pedestal fan 74 KSBCDC Pavilion 75 German Hanger with Sufficient Air Condition tonnage and Tower AC Unit | Material Spec: Approx 3500 Sq.ft (All side Cover from Thematic Cover inside and Outside should be cover with thematic branding) with minimum 6 Platform and Carpet 76 Pole Flag 77 CM,Minister Photo Frame with Photo/Collage 78 VVIP Wooden Cushion Chairs 79 Wooden Sofa with similarity of wooden Chair (2 Seater) 80 Centre Table 81 Enclosure for Minister with Desk Table and Chairs | Material Spec: Capacity of at least 6 PAX 82 Pantry | Material Spec: Pantry with all facility of Refrigerator, Serving, Microwave like a mini kitchen with Borosil crockery for atleast 50 PAX at a time 83 Round Table Glass 84 White Pod Cushioned Chairs 85 LED wall for outside (12 fts x 8 fts ) 86 L-shape Reception with Reception Table 87 German Clipon panels for KSBCDC schemes 88 Receptionist in traditional attire 89 Serving Staff well dressed from reputed institute or company 90 Care Taker (For Tea, Coffee) 91 Thematic Decor inside the KSBCDC Pavilion 92 Thematic Lighting job 93 False Ceiling | Material Spec: It should be thematic 94 PA System 95 2 Way Conference System 96 Wifi Connection (100 MBPS) 97 Security Staff – Bouncer 98 Technical 99 PA System for complete venue | Material Spec: to cover complete venue for announcement and background music alongwith mic and other equipments 100 3 Way Sound system for cultural performance with complete tech rider | Material Spec: Sound should be JBL/ RCF as per artist techrider with MIC, Top, Bass, Subs, Delay, Flying 101 Delay LED Screen | Material Spec: Across the venue to broadcast BCDC Video and other material, LED wall should be P4 Outdoor with maximum brightness and zero dot with 8ft riser and complete flex branding 102 Delay Plasma | Material Spec: Delay Plasma for Stage (Compfort Screen) 103 Lighting for Stage | Material Spec: Appropriate Lightings with support of Box Truss which Included (LED Warm light:40 Nos., Moving Head: 20 Nos., Blinder:10Nos., Profile:4 Nos., LED RGB Par: 100 Nos.) 104 LED RGB Par light for Venue 105 Still Cameraman | Material Spec: 3 Camera on the day of Inauguration and 2 Camera on others day 106 Videographer | Material Spec: 3 Camera on the day of Inauguration and 2 Camera on others day 107 Film of 8 Minutes of Walkthrough, Highlights of event which shooted on 8K Quality included professional voice over and Cinematic effects Film of 15 Minutes of Walkthrough, Highlights of event, Feedback of visitor, IInterview of beneficiaries which shooted on 8K Quality included professional voice over and Cinematic effects 108 A branded 4 TB External SSD Hard disk need to be handed over with all events design, photos, videos and Raw Data to KSBCDC 109 QR Code-based Digital Directory – QR codes linked to stall directories and event schedules to be placed across the venue to provide digital access to information 110 Visitor Footfall Monitoring – A manual or electronic register should be maintained to track daily visitor numbers, useful for reporting and analysis. 111 Silent Eco friendly Generators (of required number & capacity) to meet emergent power requirement with operators and regular diesel supply for uninterrupted power, as per power requirement assessment. Further taking temporary electric connection of required load is the responsibility of the EMA. The security deposit for temporary electric connection is to be paid by the EMA.Payment of actual electric consumption on temporary connection shall be reimbursed by KSBCDC on production of proper bill from electricity supplier. 112 MANPOWER 113 Housekeepingfor24Hrs|Material Spec: Should be from reputed firm in well dress 114 Security Staff - Male (for 12 Hrs) in Day Shift (09:00 Am to 09:00 PM) | Material Spec: Should be from reputed firm in well dress 115 Security Staff - Female (for 12 Hrs) in Day Shift (09:00 Am to 09:00 PM) | Material Spec: hould be from reputed firm in well dress 116 Security Staff - Male (for 12 Hrs) in Night Shift (09:00 Pm to 09:00 AM) | Material Spec: Should be from reputed firm in well dress 117 Male Bouncer in Day Shift | Material Spec: Should be from reputed firm in Formal 118 Sweepers for 24 Hrs 119 Promotor | Material Spec: For Multi tasking 120 Fire, Medical and Scurity Equipments 121 Baggage Scanning Machine 122 Hand Held Metal Detector 123 Door Metal Detector 124 CCTV| Material Spec: CCTV across the venue with online access on multiple device 125 FireExtinguisher | Material Spec: CO2 and ABC 126 Sand Bucket 127 Water Druns 128 Fire Brigade for 24 HRS 129 Ambulance with First Aid | Material Spec: Ambulance shoud be with facility of Oxygen support and Para Medical staff with Daily Health Chechk up and Suffiecient Medicines and First Aid Materials 130 Walkie Talkie | Material Spec: High Defination qulaity voice Walkie Talkie 131 Misc & Infrastructure work 132 Complete Tin Barricading with supprt of Bamboo on Metal Pipe | Material Spec: Approx 400 Running meter in height of 8ft - 11000 sq ft 133 Carpeting | Material Spec: New Non Woven Synthetic Carpet across the venue as per layout 95000 sq ft 134 Thematic Gate | Material Spec: Welcome Gate with Material of Plywood and Paint finish/ Vinyl Pasted as per proposed design which 135 Thematic Gate (Rplica of Main Gate) | Material Spec: Replica of Main Gate with Material of Plywood and Paint finish/ Vinyl Pasted as per proposed design which 136 BOX Gate at Parking Area | Material Spec: BOX Gate with support of truss or Scaff Holding(20 fts x 4 fts x 12 fts ) 137 Selfie Booth (Thematic) | Material Spec: Thematic selfie Booth Across the venue with 3D look 138 Typo of the event | Material Spec:BCDC EXPO-2025 in English or local language of 10X6Ft. (excluding platform height) on raised platfrom which be acrylic 3d lighted at entrance and should be finished with top quality 139 Pagoda Tent | Material Spec: for Multi Purpose (16 fts x 16 fts ) 140 Venue Light | Material Spec: Venue lighting should be placed on appropriate place to lit up venue like stadium with supprt of Scaff Holding, Poles (Scaff Holding should be covered with Event Branding.LED Metal light (100 Watt) 141 Light Decoration | Material Spec: Complete Venue should be décor with colorfull lights like Mirchi Lights and Colorfull Halogen 142 Truss pandal | Material Spec: Appropriate Tuss Pandal for Covering patway from Sunrays and Rain as per Layout with thematic color drapping 143 Props And Dcoration Material | Material Spec: Complte venue should be décor in such a mela and carnival look, Props and décor should be in synch with proposed theme and design. Props for craft stall, stage, welcome, food stall shold be specific with area 144 Flower Pots 145 Portable Washroom with Toiletries 146 Portable wash basin 147 Daily refill of water without any limit with Paper cup 148 Big size dustbin with BIN Cover 149 Printing Material/ Collateral 150 Outdoor Branding to Cover tin Barricading and Msking insode the Venue (16ft *8 ft) 151 Pole Branding ( (2ft * 4 ft) 152 Drop Down 153 Standee 154 Welcome Standee 155 Pole Flag outdoor (12ft Height) 156 Cap 157 Apron 158 ID Card with Lanyard | Material Spec: For Artisan (PVC), Lanyard Printed 159 ID Card with Lanyard | Material Spec: For Officials(PVC), Lanyard Printed 160 ID Card with Lanyard | Material Spec: For Media (PVC), Lanyard Printed 161 Pamphlet | Material Spec: A5 Size, 70 GSM 162 A5 Sized Invitation card Priniting on Premium important paper and dispatch to relevant Address 163 PUBLICITY 164 Newspaper Advewrtisement Pre Event, During the Event 165 Radio Publicity before 2 days if the event till last day of event 166 Social Media 167 Pamphlet Distribution 168 Insurance 169 Insurance Cover of 10 Crore | Material Spec: Insurance should cover 10 Crore which include all type of Damage, Cancellation of event 170 Permissions 171 Police Permission 172 Fire permission 173 Food & Drug Department permission 174 Health Department Permission 175 Collector Office Permission 176 Local Municipal Corporation Permission 177 Any Other Permission related to the Event
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 5
30.
Shipping #10014427 Technical Bid
Tender for Procurement Of Coconut Brooms, Bar Soaps, Vim Powder And Soft Soap , Domestic Paints & Hardware Accessories , Anti Skid Floor Tile (1*1 Tile Size) Kajaria Make , 10Mm Ceramic Glazed Wall Tile (2*1 Tile Size) Kajaria Make , Tile Adhesive Myk Laticrete 307(20Kgs Pack Each) , Tiles Grouting Powder (1Kg Pack Each) , 25Mm Fabrilated Pp Rope , Wood Polish (Sheenlac) (Each Container Of 10 Ltrs. Qty.) , Good Quality River Sand , Domestic Plumbing & Sanitary Accessories , 1/2 Upvc Pipe 10 Feet Length - (Astral / Sudhakar / Ashirvad) , 1/2 Fabt Upvc (Astral /Sudhakar / Ashirvad , 1/2 Mabt Upvc (Astral / Sudhakar / Ashirvad) , 180 Ml Upvc Solvent Gum Bottle , Tefflon Tape , 1/2 Upvc Elbow (Astral /Sudhakar / Ashirvad) , 1/2 Upvc Socket (Astral /Sudhakar / Ashirvad) , 1/2 Brass Elbow (Astral / Sudhakar / Ashirvad) , 1/2 Brass T (Astral / Sudhakar / Ashirvad) , 1/2 Ball Valve (Astral / Sudhakar/ Ashirvad) , Ewc With Flush Tank And Accessories Set , Flat Back Urinal Ceramic (Parryware / Cera / Hindustan) , Table Top Ceramic Hand Wash Basin Of Min 55 Cm Width (Parryware / Cera/ Hindustan) , Mirror (550Mm*450Mm) , Health Faucet Pvc With Pipe Watertec Make , 3 Inch Ss Nails , Rockbolt Set , Connector Pipes Pvc , Pvc Pillar Tap , Pvc Angle Cock , Pvc 2 In 1 Taps , Pvc Taps , 75 Mm Pvc Sanitary Pipe Each 10 Length , 75 Mm Pvc Tee Joint , 75 Mm Pvc L-Bend , Bleaching Powder , Soap Oil , White Phenyl , Washroom Cleaning Acid , Note: Your Offer Price Shall Include P&F, Freight And Transit Insurance
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Andhra Pradesh View Result →
31.
Educational and Research Institute #9861356 Technical Bid
Tender For Renovation Of 4 Nos. Type D Quarters And 3 Nos Type E Quarters At Rrcat Colony, Indore.; 1 Imp. Note - a) The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. b) The payment of wages to labourers should be made through bank. c) The bidder mustpossess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 2 Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 3 Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres leadetc. complete as per drawing, specifications and as directed by Engineer-in-charge. 4 Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts and stacking of serviceable materials at RRCAT storeetc. complete as per drawing, specifications and as directed by Engineer-in-charge. 5 Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete. 6 Dismantling the Mosaic/white glazed/Ceramic/Vitrified tiles /Kotah stone etc. in flooring/dado/skirting etc. including dismantling of bedding mortar, stacking of materials and disposing of debris within 50 metres lead etc. complete. 7 Dismantling old plaster or skirting, raking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 mtrs. Lead etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 8 Taking outdoors/windows and clearstorey windows (steel/wood) shutters includingstaking the same at RRACT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 9 of area 3.00 Sqm & below 10 Of area beyond 3.00 Sqm 11 Dismentaling doors/windows and clearstorey windows (steel/wood) including shutters and choukhats (frames),Architraves,hold fasts etc complete and staking the same at RRACT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 12 of area 3.00 Sqm & below 13 Surface dressing of the ground including removing vegetation and in equalities not exceeding 150 mm deep for all kinds of soil and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 14 Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5 m. including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing surplus earth within a distance of 50 metre lead. (Depth of excavation shall be measured from the existing average ground level.) 15 0.00 metre to 1.50 metre below average G.L 16 Lead charges of all excavated materialto anywhere in RRCAT premises, by mechanical transport, including, loading, unloading, stacking/levelling etc. as directed byEngineer-in-Charge.(depth of excavation shall be measured from the existing average ground levels) 17 All soils 18 Forming embankment with selected approved soil abtained from borrow pits (including cost of excavation & transportation within RRCAT campus by mechanical transport), in layers not exceeding 200mm thick including breaking clods, watering, consolidation, dressing the sides & top to the required profile & grade complete as per drawing, specifications & as directed by Engineer-in-Charge. 19 Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete. 20 For grading - I material (with 75mm and down size aggregates) 21 For grading - II material (with 53mm and down size aggregates) 22 Plaincement concrete 1:3:6 using gradedstoneaggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and asperdrawings,specifications and asdirected by the Engineer-in-charge. 23 Plaincement concrete 1:2:4 using gradedstoneaggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and asperdrawings,specifications and asdirected by the Engineer-in-charge. 24 Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work as per drawings, specifications and as directed by Engineer-in-charge. 25 Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete 26 Columns, pillars, posts, struts, mullions etc. 27 REINFORCEDcementconcrete at alllevels inM-20 grade using graded stone aggregate of 20 mmmax. size including machine mixing, consolidation, finishing, curing,etc., complete at all height as per drawings,specifications and asdirectedby Engineer-in-charge but excluding shuttering, formworkand steel reinforcement. 28 In foundations, footings, plinth beams, base of columns, flooring. 29 In columns, mullions, pillars, posts, struts 30 Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.) 31 In foundations, footings, plinth beams, base of columns, flooring 32 Providing and placing in position REINFORCEMENT using TMT BARS of prefered make, having minimumyield strength of Fe 500 conforming to IS 1786, forreinforcedcementconcreteworkat alllevels,including cutting,bending,fixing, tying inposition with 1.6 mm dia. soft drawn annealedbindingwire,with chairs, legs, supports etc.completeincludingcostof transporting the bars from factory to required location at work site, cost of 1.6 mm dia. soft drawn annealed bindingwire, watch & ward, insurance etc complete all asperdrawing, specifications and as directedby Engineer-in-charge. (The contractor has to submit the test report & Challan of the reinforcement, procured by him.) 33 NOTE: Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 34 Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, two coat painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) 35 Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape usingRHS, SHS & circular hollow sections of Grade Fe 250 as per IS at all levels including welding,two coat painting with a primary coat of approved steelprimer and transportation etc. complete as per drawing, specifications andpreferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) 36 Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape using Structural steel M.S. plain & chequered plates at all levels including welding,two coatpainting with a primary coat of approved steelprimer and transportation etc. complete as per drawing, specifications andpreferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) 37 Note-1:Only standard weight as per IS tables or actual weight of prefabricated sections whichever is less shall be considered for payment and welding weight shall not be considered for payment. Note 2: 1. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from these firms and also testing from third party, if required to be arranged at no extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate. 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5. Electrodes of preffered make only shall be used. 38 Labour charges only for fabricating structural steel work including plates at all levels & including material transportation to site of work from Deptt. Stores, cutting to required size, fabricating including welding as required, erecting in position cost of electrodes, gas, necessary scaffolding, painting with a coat of approved steel primer etc. complete 39 Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure atall levels including double scaffolding, raking out joints, curing etc. complete as per specifications, 40 Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in C.M. 1:4 at all levels, including curing, raking out joints etc. complete as supports to kitchen platform, shelves, cupboards, flower beds etc. complete. 41 White/Coloured Glazed tile in flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below of preffered make with necessary specials etc. over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching white/coloured cement slurry and finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Enginner-In-Charge. 42 Dado/Skirting using 450x300mm tiles 43 Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st qualityover 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Enginner-In-Charge. 44 For flooring using tiles of size 450x450mm and 300x300mm 45 Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship,cement punning, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. complete and as directed by Enginner-In-Charge. 46 Black, Cherry/Ruby red shade 47 Providing and fixing in position first class double charged vitrified porcelain tiles (thickness to be specified by the manufacturers) with water absorption less than 0.08% and conforming to IS:15622, of size 600mmx 600mm of preferred make & color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding close jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete as per drawings, specifications and as directed by Engineer-in-charge. 48 Cement plastering at all levels for internal walls/ceilings with cement mortar 1:4/1:5 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete and as directed by Enginner-In-Charge. 49 12mm thick (with cement mortar 1:4) 50 20mm thick (with cement mortar 1:4) 51 Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete and as directed by Enginner-In-Charge. 52 Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete and as directed by Enginner-In-Charge. 53 Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete and as directed by Enginner-In-Charge. 54 20 mm thick 55 Scraping the walls and concrete surfaces to remove the existing white wash, distemper etc., at all height including necessary scaffolding inclusive of the cost of sand papers, steel scrapers etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 56 Applying one coat of preferred make primer over old painted surfaces, preparing the surfaces including removal of old paint, if any, sand papering, filling with putty wherever required, to have proper and leveled surface to receive finishing coats, scaffolding, tools & tackles, safety appliances etc. complete. and as directed by Enginner-In-Charge. 57 Cement primer over plastered surfaces 58 Red Oxide/ Zinc Chromate primer over steel surfaces 59 Painting plastered surfaces with two/three coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge. 60 Two finishing coats over a coat of primer 61 Painting plastered surfaces with two coats of Synthetic enamel paint(glossy/mat finsh) of preffered shade and make over one/two coats of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge. 62 Two finishing coats over one coat of primer 63 Painting wood/steel work with two coats of Synthetic enamel paint(glossy/mat finsh) of preffered shade and make over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge. 64 On wooden surfaces 65 On steel surfaces 66 Repainting of old painted surfaces with two coats of paint of preffered shade and make incuding preparing the surfaces, including remoal of old paint, if any, sand papering, filling hair cracks with putty and other cracks with repair mortar as required, scaffolding & cleaning, cost of all matrials, labour, all complete as per drawing, specifications and as directed by Engineer-in-charge. Note : Plaster of paris putty requried for filling work in walls shall be of of preffered make and as directed by Engineer-In-Charge.. 67 Using Acrylic Emulsion paint (On plastered surface) 68 Using SYNTHETIC ENAMEL paint glossy/mat finish (On Plastered surfaces/steel surface) 69 Note : 1) Plaster of paris putty requried for filling work in walls shall be of preffered make (2) Gates, Chain link fencing including posts shall be measured as the area seen in front and rear elevation.Front & rear surface area shall be measured without any multiplying factor.Guard bars shall not be measured seperately as it is covered in multiplying factor of windows. 70 Painting the old exterior walls and roof with two coats of approved make over one coat primer, of approved shade and make including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling with putty, scaffolding and cleaning etc. complete. 71 Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of approved shade and make consisting of followings : 72 1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturers specifications and as directed by Engineer-in-Charge. 73 2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers ofM.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 shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm 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 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side 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+2C tee etc. complete./Neoprene Gasket Lining etc. complete. 74 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 interior side of the C Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per direction of Engineer-in-charge, manufacturers specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing. 75 Providing, fabricating, supplying and erecting in position both side laminated flush door shutters of preferred make and following thicknesses (excluding the thickness of lamination) in solid block board core, internally lipped, bonded with water proof type synthetic resin, hot pressed with commercial ply finish and decorative plastic laminateofpreffered make of 1 mm thickness on both faces including providing and fixing aluminum CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges, locking arrangements and Godrej make door closure with screws etc. complete as per specifications and as directed by Engineer-in-Charge. Note: Fittings and fixtures shall be as indicated in tender drawing. 76 30mm thick (excluding the thickness of lamination) 77 Providing and fixing in position Aluminum Shutter for Kitchen Cabinet below Kitchen platform Consisting minimum 18 gauge frame consisting aluminiumsection 38x25 mmand door shutter consisting 18 gauge Aluminium section 40x18 with SS Mosquito jalianodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadingsincluding cost of SS Mosquito jali , Magnet ,pivots, approved door and window handles, PVC/ofapproved make Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge 78 Providing and fixing 0.50 mm TCT color coated galvalumesheets of preferred make in roof, facia including all overlaps, ridges, mitring, supplying and fixing J hooks/self thread screw, bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights etc complete as directed by Engineer-in-charge. 79 Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum two track sliding windows using aluminium alloys extruded section confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum, vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs,aluminum packing strips used for 80 anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing float glass panes of 4.0 mm thicknesswith edges champhered (wherever required) with PVC/ ofpreffered make Gasket Lining etc. complete. 81 With anodized aluminum section (min of grade AC 5) of approved shade 82 Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum three track sliding windows with mosquito net etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 92.00 x 36.00 x 0.90 mm thick, Bottom track sections of minimum size 92.00 x 31.00 x 1.50 mm thick, top & side members 92.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panelsfor top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for 83 anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. including providing and fixing float glass panes of 4.0 mm thickness in two panels of window with edges champhered (wherever required) with PVC/ ofpreffered make Gasket Lining and mosquito net jali ( SS Jali of 28 guage ) in one panel of window etc. complete as directed by EIC. 84 With anodized aluminum section (min of grade AC 5) of approved shade 85 Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Fixed window with extruded and integrated aluminum sections as per approved make conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of 4.0 mm thick float glass,ofpreffered make gasket, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required etc. complete as directed by EIC. 86 With anodized aluminum section (min of grade AC 5) of approved shade 87 Providing and fixing in position anodized (min of grade AC 5) aluminum louvered ventilators using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4mm thick bajri glass strip louvers, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing bajriglass of 4.0 mm thickness etc. completeas directed by EIC. 88 Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using minimum 2mm thick (or as specified) heavy sections including cost of pivots, approved door and window handles, PVC/Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge. 89 Providing & fixing in position curtain rods of preferred make of 25mm diameter made of 1.22mm stainless steel conduits resting on standard stainless steel looking curtain rod holder fixed on wall at spacing not exceeding 1.50m, having 2 nos. ball shaped stainless steel decorative formations at both ends of each curtain rod such that whole assembly is suitable for holding medium size thick cloth curtains, fixed in position using required hardwares, rawl plugs etc. complete excluding curtain cloth but including the cost of all materials, rawl plugs, gutties, labours, taxes etc. complete as per specifications and as directed by Engineer-in-Charge 90 Providing & fixing EUROPEAN WATER CLOSET suite comprising of : a. Extended wall mounted with cistern European water closet of preffered make seat cover & fittings all preffered make in glazed vitreous with integral P or S trap Conforming to IS.2556. b. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends. c. 15mm n.b. screw down variety heavy quality C.P. brass two way Angle/stop cock of preffered make conforming to IS : 781.d. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of prefered make. Health faucet(Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preffered make. 91 Providing and fixing approved ORISSA PATTERN W.C. SUITE comprising of : 92 a. Orissa pattern W.C. best Indian make white or colour glazed vitreous chinaware, size 580 mm x 400mm with ‘P’ or ‘S’ trap, of preffered make conforming to IS: 2556 93 b. PVC low level flushing cistern 10 litres capacity with allfittings of preffered make. 94 c. 32mm n.b. heavy quality P.V.C flush pipe of appropriate length with all PVC specials, etc. concealed in wall. 95 d.15 mm n.b. heavy quality P.V.C inlet connection with brass unions connected at ends. 96 e. 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preffered mkae conforming to IS:8931. 97 Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of : 98 a. Best Indian make wash basin in white glazed vitreous chinaware of preffered make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above. 99 b. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of preffered mkae conforming to IS: 1795 100 c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends. 101 d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preffered make. 102 e. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain. 103 f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of approved make with extension piece and wall flange etc. complete of Dripless type. 104 Providing & fixing best quality kitchen sink (after removing of old damaged sink) comprising of : 105 a)Best quality stainless steel sink made of Salem Steel grade AISI-304 (18 % Cromium /8 % Nickel) steel sinks of bowl size 560 x 410 x 254mm of 1 mm thickness,of preffered make supported on opening of R C C slab of kitchen platform, conforming to IS:13983.The sink should include thin plastic film coating to protect against scratches during fixing etc including removing of old damaged sink and fixing/repairing with CM 1:4 as required. 106 b)One number suitable steel plastic combination in built waste coupling heavy quality,32 mm diameter. 107 c)One number suitable heavy duty flexible PVC waste pipe of 32 mm nb up to top of floor trap. 108 Providing and fixing decorative round shaped 100mm dia. ABS body Chrome plated SHOWER ROSE with 190mm long shower arm with rubit cleaning system design of preffered make suitable for fixing on G.I. lines with built in ball joint for directional changes. 109 Providing and fixingC.P. brass Towel rods of preffered makeof size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all complete. 110 Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of preffered make on G.I. pipe line conforming to IS:781 111 Providing and fixing HDPE/CPVC Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on topofpreffered make including necessary 1:2:4 cement concrete for embedding the trap etc. as per specifications all complete. 112 Providing and fixing in position beveled or plain edge mirror of size 600x450 mm made out of best indian glass of 5.5 ± 0.5mm thick, manufactured by approved make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. complete. 113 Providing and fixing in position liquid soap dispenser of preffered make. with C.P. brass brackets, cap etc. fixed to wall with C.P. screws and rawl plugs all complete. 114 Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preffered make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge. 115 20mm n.b. 116 Providing, laying, jointing, fixing, testing and painting as per colour code of BARC heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preffered make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floor, chasing in walls, roof slabs and making good the same to the original conditions, testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete 117 15mm n.b. 118 20mm n.b. 119 Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water as per specifications. 120 20mm nominal size 121 25mm nominal size 122 Providing, laying, jointing, fixing and testingPVC rigid pipes of class Bof preffered make for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVCfittings,jointing with durable solvent,testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. 123 50mm NB 124 80mm NB 125 110mm NB 126 Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS ofpreffered makeconforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge. 127 80mm dia PVC pipes 128 110mm dia PVC pipes 129 Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of preffered make of the following capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindleofpreffered make complete. 130 500 litres capacity HDPE water storage tank 131 Providing & fixing stainless steel look metallic shelf of length 550 mm,width140 mm and height 70 mm of preffered make including 6 mm thick clear glass, two tier 6 mm railing, four pillars in a good looking pattern with diameter varying from 6 mm to 16 mm and two CP brass F-bracketssuch that whole assemblyweighs not less than 300 grammes including fixing in position using rawl plugs, gutties, hardwares, removing of old shelf if required etc. completeall as per specifications and as directed by the Engineer-in-charge. 132 Providing cement based waterproofing treatment to Sunken (average thickness 65mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel in cement complete. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification). 133 Stages of treatment: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 100 mm63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 134 (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 IS : 2645 and approved by Engineer-in charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:3 (1 cement :3 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of 45 gsm of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 135 Note: 1. If due to location of rain water pipes/ drain pipes,the thickness of treatment exceeds 110mm/65mm to provide sufficient slope for easy flow of water, provision is to be made of extra brick bat coba item as per item no. 1 in this chapter. 136 2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years. 137 3. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion. 138 4.The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja. 139 Providing waterproof BRICK BAT COBA for filling in the depression of toilets, bathroom etc., as per the specifications of specialised waterproofing agencies and finishing the surface even so as to be suitable to receive the tiles etc. complete. Note : The measurement shall be on m³ basis. No deductions shall be made for the areas occupied by pans and other fittings and fixtures. 140 Providing pre-construction anti-termite treatment (with chloropyrifos 1% concentration) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :- 141 a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation. 142 b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with chloropyrifos (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation. 143 c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with chloropyrifos @ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways. 144 d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep At 150mm intervals filling these holes with chloropyrifos @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier. 145 Note: The amount At 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee). 146 Providing and fixing heavy quality fancy varietyC.P. brass screw down 15mm n.b. concealed type Stop cocks ofapproved make confirming to IS:8931 on G.I. pipe line /CPVC complete as per drawing, specifications and as directed by Engineer-in-Charge.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 7
Madhya Pradesh View Result →
Contract Date: Mar 31, 2026 Contract Value : 79.42 Crore
Government Departments No of Bidders 7
Contract Date: Feb 17, 2026 Contract Value : 5.81 Lakh
Government Departments No of Bidders 5
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
37.
Defence #9545191 AOC
Tender For Provision Of Solar Power Plant At Sevoke Mil Station Under Ge Sevoke Road.; 2 Design, procurement, erection, installation, testing and commisioning including connecting to local utility grid; Grid connected solar photovoltaic plant 0.8 MW output peak capacity with net billing arrangement including Solar Photovoltaic Modules,DC Cabling, Module Mounting Structures (suitable for ground mountingwith and including Soil Investigation as per OEM recommendation, RCC foundation framed structure and other connected civil work duly vetted by IIT / NIT), Array Combining Boxes, ACDB, DCDB, Lightining Protection of SPV modules and other accessories, String Inverter as Power Conditioning Unit, Weather Station and Data Monitoring system (SCADA) all as per detailed specifications given in tender documents, latest MNRE/SECI/NISE/IREDA guidelines and directions, meeting the Make in India (DCR), consisting of all requisite accessories (BOS-Balance of system) and including the following main components (NOTE : The work shall be executed directly by OEM only through contractor.) Item Continued as 1.01 to 1.45 3 (A) Photo Voltaic Module: Mono-crystalline Silicon Bifacial Solar Photovoltaic Modules of minimum 550 Wp(module power and number of modules to be selected according to available area), having cell efficiency more than 20% under standard conditions, form fill factor more than 0.76, plant performance ratio > 75%, made of high transmitivity glass front surface and it shall give high encapsulation gain (transmittance above 90% and bending less than 0.3%). The modules shall have the following features :(a) The electrical parameters of SPV modules under standard test condition of irradiance 1000W/sqm, AM 1.5 Spectrum and temp 25 degree Celsius shall be as under : (i) Max Peak Power Pmax : 550 Wp or more (ii) Voltage at Max Power : > 40 V (iii) Current at Pmax :> 10A 4 (iv) Short Circuit Current :> 12A (v) Open Circuit Voltage :> 47 V (vi) Module Efficiency : > 20%(b) Rated output of the modules shall have positive tolerance of 3-5% and no negative tolerance is allowed.(c) It shall perform satisfactorily in RH 85% with temperature up to +85 degree C and should withstand wind of 200 kmph on the surface of panel.(d) PV modules shall be warranted for their output peak watt capacity, and it shall not fall of its initialvalue below 90% in first 10 year end and 80% after the end of 25 years.(e) Each module shall have RFID tag encapsulated with solar cell bearing following details (i) Name of Manufacturer of SPV Module (ii) Name of Manufacturer of Solar Cell 5 (iii) Month and year of Manufacturing (separately for cell and module) (iv) Country of Origin (both cell and module) (v) Peak wattage, Im, Vm and fill factor of the module (vi) Date of year of obtaining IEC PV module qualification certificate including the test lab issuing IEC certificate. (vii) Unique serial no of model no of module (viii) IV curve of module(ix) Other relevant information on traceability of solar cells & modules(f) The temperature coefficient of power for the module shall not be more than 0.50% per degree Celsius.(g) The module must have bypass diode of suitable capacity.(h) PV module must confirm to latest edition of IEC 61215/ IS 14286. In addition the modules must confirm to IEC 61730 Part I and II for construction and testing & safety qualifications and confirming to IEC 62804 PID.(j) It shall also be in conformity to latest minimum technical specification issued by MNRE/IREDA/SECI/NISE/ALMM from time to time. Modules should be of MNRE/IREDA/SECI/NISE/ALMM approved companies and as per latest IEC/IS standards. 6 (k) RFID reader is to be provided by contractor(l) Both PV cells and SPV modules shall be made in India (DCR).(m) Each structure should have angle of inclination as per the site conditions to generate maximum power. However, to accommodate more capacity the angle inclination may be reduced to 10 - 13 Degree until the plant meets the specified performance ratio requirements.(n) Fire Points with Fire extinguisher liquefied CO2 gas of capacity 10 kg and adequate qty confirming to relevant IS or ISI mark complete as recommended by manufacturer deemed to be included in the unit rate quoted.(o) Danger Board and Rubber mat as recommended by manufacturer deemed to be included in the unit rate quoted.(p) S&F Pressure Booster pump electrically operated with minimum 3 HP 02 Nos (Running+ standby) three Phase AC Supply motor and having head not less than 20 mtr, including PCC foundation civil wokrs and necessary cable required for connection in drawn in PVC conduit heavy duty/ DWC/Electrode pipe from existing nearest point to the motor starter panel including motor starter suitable capacity,PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm/50 mm/32 mm/25 mm inner dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brass threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches with necessary exavation, removing and returning filling work and including all accessories from the new PVC tank cap 10000 Ltrs install at proposed site for cleaning of entire solar power plant system.(q) SPV Panel is to be fixed in such a way that lower portion of the Panel remains atleast above 1.5 mtr of finished reflecting surface and cost deemed to be included in the quoted rates. 7 (B) Junction Boxes: Junction boxes of suitable Nos (as per design)/OEM recommendations inputs and suitably rated out put having separate DCfuses for both (+)&(-) on input and isolator on output terminal for each string.Each junction box must have as pare input terminal.The junction boxes shall be dust and vermin proof and water proof made of FRP/ Thermo Plast with IP 65 protection in compliance with IEC 62208 and shall be UV resistant, fire retardant. It shall have surge protection and maintenance free earthing as per relevant standard. The junction box shall have suitable arrangement of the following: (a) The strings are required to be connected to the copper bus bar through individual fuses. (b) Provide arrangement for disconnection (DC dis-connection switch) for each SJB/ SCB. (c) To provide a test point for each sub group for quick fault location and to provide group array isolation. (d) Each array box shall be of relevant IEC standard. (e) Each array junction box shall have suitable bypass & reverse blocking diodes for minimum DC blocking voltage of 1000V with suitable arrangement of its connection. Reverse blocking and bypass diodes shall work for extreme temperatures and shall have efficiency of 99.98% confirmed by appropriate IEC standard. 8 (C) DC Cables: Suitable size of XLPE insulated tinned Copper cable (min 10 sqmm) of solar grade, 1100 Volts and UV resistant for outdoor installations confirming to IEC : 60227/15694 & 60502/ IS : 1554 (Pt I&II)) and shall be as under : (a) All cables and connectors must be as per IS/IEC standards and shall be able to withstand harsh environmental conditions including high temperature, UV radiations, rain, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS. (b) All the cables / wires shall be provided with UV resistant printed ferrules for DC wires. (c) The size of the cable shall be such that average voltage drop at full power from PV module to inverter shall be less than 1.5%. (d) Cable batch No., Drum No, IS code and size and make shall be mentioned on every one meter or as per OEM practice. (e) The wiring of the module interconnection shall be in UPVC/HDPE pipe of suitable size. (f) The cost of interconnecting DC Copper cable, MS cable trays, MS cable trays suitable to accommodate Solar grade cables from SPV module to inverter are included in the item. 9 (g) Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain ant type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore will be repaired and make good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes, exavation, removing, return filing, channel, any type of metal work is not measured and paid separately under relevant items.(D) Module Mounting Structure (MMS) (Suitable for ground mounting on any type of soil condition) :Design, procure, fixing, support structure made of hot dipped galvanised steel with min 85 micron thickness including necessary PCC / RCC foundation and associated work (cutting, grounding, PCC filling, disposing waste material,etc., complete) and fixing mounting arrangement suitable for SPV modules so as it can with stand wind speed of 170 km per hour & minimum yield strength off 250 MPa. The mounting structure is to be installed on ground. Mounting structures to be so designed that maximum load is directly on ground. It shall also observe minimum space without sacrificing the out put of SPV panels & adequate spacing between the arrays shall be available for easy cleaning and maintenance. Nuts, bolts, protected from the atmosphere and weather mounting structure shall have to be adequately of Stainless Steel of grade SS316. 10 NOTES :- (a) Two numbers of anti theft fasteners of Stainless Steel on two diagonally opposite corners of each module shall be provided. (b) Module mounting structure shall be fitted to provide maximum generation. (c) MMS design shall be supported with Staddpro Report vetted by Third Party (Gov Institute) and submitted for the approval of the Accepting Officer. (d) The height of approved design MMS for solar power plant shall be as per latest MNRE/IREDA/SECI/ NISE guidelines. (e)Minimum grade of RCC M-25, design mix (using 20mm graded crushed stone aggregate includingTMT bar as per design, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and other connected works as per design and OEM recommendation. Civil work shall be designed through approved consultant of MES as per latest MNRE/IREDA/SECI/ NISE guidelines and vetted by IIT / NIT.(E) Lightning Protection forentire Solar Power Plant (i.e PV Array, Inverter etc) : Design, procure and fix lighting arrestor system confirming toIS/ IEC-62305(Part1-4)on the ground. The air terminal shall be fixed at the top of MS pole with base so as to beat least two meter above the pole to be protected. Its height above 9 mtr level shall be depend upon the level of protection and protection radii required. 11 NOTES :-(i) The cost of all equipments, MS Pole, Copper strip upto earth test point,LA, etc., shall be deemed to be included in this item. (ii) The cost of sufficient earthing for lightning protection is also included in this item to be provided by Engr-in-charge. and no extra payment will be made to the contractor on this account (iii) The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account. In case of any dispute, decision of Engr in charge will be final, conclusive and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474). Earth resistance shall not be more than 3 Ohms. (iv)Separate LA arrangement & the design document of the same shall also be submitted. (v) The protection against induced high voltage shall be provided by the use of metal oxide varistors and suitable earthing such that induced transient find and alternate route to earth. (vI) SPV Power Plant shall be provided with lightening and over voltage protection. (vii) Internal surge protection shall consist of three MOV type surge-arrestors connected from +ve abd +ve terminals to earth (via Y arrangement) 12 (F)Power Conditioning Unit: Procure, fixing, testing and commissioning of minimum 4 (Four) unitswith overall not less than 800 KW output on 11 KV AC supply, Solar-power inverter suitable for without DC power of Solar PV module/ array with AC output further feeding to grid confirming to IEC:61683 for efficiency, IEC:62109-1 or equivalent for safety and IEC:62093 for reliability. The input DC & output AC technical specification of Inverter are as under :Input (DC) (a) Max Absolute DC input Voltage : 1000 V (b) Start-up DC input voltage : 200 - 500 V (Default 420V) (c) Operating input DC voltage range : 200 - 1000 V (d) No of independent MPPT : One (e) MPPT input DC voltage range at Pacr : 180 - 1000 V DC (f) Max input DC Current : As per design. (g) AC grid connection type : 3Phase (4W + PE) (h) AC output power : As per design. (j) Max AC output Apperant power : As per design. (k) Max AC output Current : As per design. (l) Max AC fault current : As per design. 13 (m) Nominal Output Voltage : 800 Volts AC 3phase or as per the design of Solar Stepup Transformer (n) Output voltage range :± 10% (o) Output Frequency : 50 Hz ± 3Hz (p) Power factor : > 0.99 (q) Harmonic Distortion Current : < 3% (r) Efficiency : > 98% (s) Standby operation consumption : < 1.5 W(t) Operating temperature upto 85 degree centigrade (u) The Copper based inverter shall have minimum IP-67 protection, ground fault monitoring, reverse polarity protection, anti-islanding, DC reverse polarity, AC and DC short circuit current and over current, AC and DC over voltage and over temperature. 14 (v) The inverter shall adjust voltage and frequency levels to suit the grid. (w) The inverter shall be self commulated with Pulse Width Modulation (PWM) technology and shall be capable of synchronise maximum with in one min. (x) Maximum Power Point Tracker (MPPT) confirming to IEC 62093 shall be integrated in the inverter to maximise the energy drawn from the PV array (y) Monolithic design of inverter is not permitted. (z) Shall have anti-Islanding features. (aa) The inverter shall have suitble nos of protected inputs (asper design) and outgoing shall be protected by ACB/MCCB. (ab) The inverter should have MODBUS, PROFIBUS, ETHERNET common ports. (ac)The inverte rshall include appropriate self protection and self diagnostic features to protect itself and the PV array fromthedamageintheeventof invertercomponent failureor fromparametersbeyondtheinverterssafeoperatingduetointernaland/orexternalcauses. Invertershallhaveprotectionarrangementagainst ground leakage faults, over voltage, (SPD) & over current. Inverter shall have arrangement for adjustment for adjusting DC input current and shall trip against sustainable fault down stream and shall not restart till fault is rectified. (ad) The inverter should have provisions of Galvanic isolation, anti-islanding protection (IEEE 1547/UL 1741) equivalent IS and lightening. (ae) PCU must have the feature to work in tandem with other similar PCUs and be able to be successively switched ON and OFF automatically based on solar radiation variations during the day. (af) Minimum Warranty of Inverter- 12(Twelve) Years and defect liability period deemed to amended accordingly for the said item. 15 (G)ACDB : Outdoor type powder coated weather proof,vermin proof made out of CRCA sheet front open able door, lockingarrangement, including suitable working space in DCDB busbar chamber, cable box chamber including Copper busbar of designed capacity /bus raisers suitable capacities with PVC sleeves/tape RYB colour for phases identification, including all bus raiser shall be extend upto cable box chamber fixed on fibre insulation for RYB & neutral to all out going cable, confirming to IP-65 and fixed on wall / floor with control wiring with comprising cable gland brass, copper lugs etc. and comprising the following as per design :- (i) MCCB 4Pmicroprocessor based for outgoing (ii) MCCB 4Pmicroprocessor based for incoming (iii) AC type 2 Surge Protection Device (iv) Spreader Terminals as per requirement (v) Multifunction meter (vi) CT of suitable ratio(vii) Copper busbar chamber (ix) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 16 (H) DCDB:- Outdoor type powder coated, weather proof, dust proof,vermin proof made out in CRCA sheet front open able door, looking arrangement, including suitable working space in DCDB busbar chamber,cable box chamber including copper bus raisers with PVC sleeves/ tape RYB coloursfor phase identification, including all bus raiser shall be extend upto cable box chamber, confirming to IP-65 and fixed on wall /floor with contral wiring with comprising cable gland brass, copper lugs etc. (i) MCCB as per requirement (ii) Fuse as per requirement (iii) Copper busbar chamber. (I) Weather Monitoring System Pyranometer : The pyranometer (ISO 9060 classification ) alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specifications of the pyranometer shall be as follows :- (i) Spectral response : 031 to 2.8 micron,(ii) Time response (95%). Max 15 second 17 (iii)Nonlinearity + 0.5% (iv) Temperature response : - 2%(v) Tilt error <+/- 0.5% (vi)Zero offset themal radiation +7W/Sqm (vii) Zero offset temperature change + 2 W/Sqm(viii) Operating temperature range - O °C to 80°C(ix) Non stabillity Maximum - 0.8%,(x) Resolution minimum +/-1 W/Sqm (xi)Output Analog 4.50mA (xii) Digital RS 485(xiii) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 18 (J)Balance of System(BOS) Items/ Components:TheBOSitems/componentsof theSPVpowerplants/systems deployed under this project shall conform to the latest edition with certificate of IEC or equivalent BIS Standards/MNRE specifications/ as specified in Para 1.01 of Minimal Technical Requirements/ Standards for SPV System/Plants to be deployed during this financial year under the programmes of MNRE available on MNRE website as on last date of quoting of tender. Notes:(i) The contractor must visit the site before quoting the rates for this item to assess the site condition so as to decide up on location and layout of SPV, placement of inverter, length of DC cables, lightning arresters, etc., complete. (ii) The contractor shall submit complete scheme including electrical diagram of the work, schematic diagram, SPV module layout, placement of LAs, Civil work, etc., complete as per IREDA/ SECI/NISE/MNRE/ALMM latest guidelines as applicable, Relevant IEC/IS norms to the GE for approval with in one month of date of commencement of the work. (iii) The rate quoted is deemed to be inclusive of the all protection system including surge, lightning arresters and necessary earthing all as specified and directed. 19 (K) Remote monitoring system (SCADA) for solar power plant complete with all electronic andelectricial partswith andincluding all necessary software and hardware etc to make fully functional connected to LED monitor (55 inches) with complete plant parameters as required and operate the system from remote and Other Accessories includingandThe system will be controlled from the main control room where all the data from different parts of the plant shallbe received, analyzed and action taken either manually or on auto as per the system design by OEM . The SCADA shallhave remote monitoring capability comprising with the following Items and with and including all connectedaccessories as per OEM recommendation complete:(a) Main SCADA control wall mounting panel complete with fixing arragnment like nut bolt, washers suitable size and connected items. (b) LED Moniter (55. inches) with mouse, key board, CPU (Minimum 1 TB storage alongwith 12 GB RAM, i7 processor), key pad and single phaseUPS 10 KVA with 12 Volt battery, 14400 Ah battery bank with rack and required battery backup should not be less than 4 Hrs inside control room.(c)“SCADA System shall be audited for Cyber Security by CERT certified firms at the time of commissioning. Subsequent cyber security audit shall be carried out after every 03 years and cost of audit and rectification shall be born by the contractor” 20 The Contractor shall provide following defined user access levels, unless otherwise instructed by the Engineer-in-Charge: -• Normal viewing only (default level) The default level shallpermit users to view al displays except those specifically assigned to a higher level of access.• Dally Access The daily access level shall allow viewing (ie default an printing at trend displays.• Operator Level (Remote Control) The operator level shall permit authorised users to access lower levels a and to carry out the following actions:- Perform control actions Acknowledge alarmsEnter or modify manually-entered data for inclusion in thereports.• Monthly and Yearly Data Archiving The level shall permit authorised users to access lower levels and shall provide the facility to download specific data to long ten data storage for archive purposes(d)The SCADA software shall be of a proven design and reliable, and conforming to industrial standards and shall: -• Support multiple makes of RTU/ Microprocessor controller/ transmitters and models and provide required software features needed to easily adapt a device whichshall not be supported as standard to the SCADA system. 21 • RTU/ PLC/ Microprocessor base controllers and transmitters shall have an expandable architecture and scalability to provide future capacity increases in SCADA system as well as meet present needs of the administration, provide multi-level security and password mechanisms to prevent use of the system by unauthorised persons. The access privilege of authorised users shall be defined separately and permission shall be provided to the users only to access areas concerning them, provide an on-line operatingenvironment.• Adding a new RTUI Microprocessor based Controller to the SCADA system or changing configuration of the existing RTUs/ Microprocessor based controller shall not result in stopping or hinder working order of SCADA system.• The Contractor shall specify maximum number of data which shall be achieved by the system without any performance loss. The Contractor shall conduct necessary tests to prove maximum number of data points achieved. The Contractor shall also be responsible to create additional data points necessary for conducting such tests. Any AutoCAD graphics shall be able to be converted to process diagrams and shall be re-loaded and operated after completion of all works and during tests.(e)The Contractor shall hand over to MES the SCADA and application software (as CDs or DVDs) necessary for re-loading software to the system in case of failures The CDs or DVDs shall be provided after making the necessary tests. The operating system ofrouters and work stations shall be of an architecture that provides a multi-tasking operating environment, and SCADA software shall also be multi-tasking. Therefore multiple tasks such as receiving measurement results from devices, displaying these results on computer screen. storing on a computer disk, sensing alarm conditions that may occur based on measurement results, and displaying them to users, generating reports from collected data, and printing them cut, transferring issued commands to Microprocessor controllers/ RTUs/ PLC, that SCADA software is supposed to execute shall be handled simultaneously without one task waiting for another. 22 To configureSCADA software or to change the system configuration, definitions shall be either defined directly by using a keyboard or another interactive tool or mechanisms that allow importing of configuration definitions from a text file created with a text editor. The database configuration shall be provided by means of an interactive program that contains menus or similar approaches and shall be easy to use The database configuration definition program, when required, shall be capable of extracting definitions related to the configuration from information created in text format to use as definitions for configuration The following shall be possible online without interruption or hindering of usual operations: -•Adding an RTU to the SCADA system.•Deleting an RTU from the SCADA system•Changing configuration information related to an existing RTU definition.•Modifying definitions in database containing information about measurement and control points.•Creating screen pictures which offer operators to monitor and control the SCADA system.•Similar configuration changes. 23 (f)SCADA software shall be upgradeable to new versions with an automatic mechanism to be provided by the Contractor. The old version of software shall be overwritten by new version without resulting in a change in any of the definitions created in previous version, nor disturbing the operational logic defined in previous version. Al! text being available on the screen shall be in English language The database shall be configured on-line when the SCADA system shall be in operation. The changes on existing definitions or new definitions related to database shall be made when the data collection n and control functions are being performed. The SCADA Software shall be operated using the database that shall be resident in the memory(g)Data Exchange The control system shall provide a method of real-time data exchange with different application programs like Geo Information System (GIS). relational database, third party spreadsheet packages, report generation and graphical simulation packages.(h) Historical Data Management An historical data management (HDM) system shall be provided for archive, storage and retrieval of operational data comprising field input data, manually-entered data and calculated points Archived historical data shall minimally include averages, minima and maxima for each analogue value compiled over hourly. daily and monthly time periods, with a minimum capacity of 1o00 points. The HDM system shall be capable of selectively increasing the rate of data capture based on events, such as process variable status, discrete inputs, or operator command. Minimum and-maximum data shall include the time and date of occurrence. Gaps in collected data caused by faulty instruments or control system equipment shall not be included in average). minimum and maximum compilations. 24 (j) Report GenerationThe system shall be provided with a report generator utility which shall enable authorised users to create, delete or modify report definitions The report definitions shall allow for retrieval of data from on-line database and farm historical data files and for formatting data for output to printer. The format of each report shall be definable by user to include the definition of static or background data, placement of data base values, number of significant digits of a value, date and time of report and calculated values(k)Graphic Display GenerationThe system shall be provided with an interactive on-screen graphic generation utility which shall allow an authorised user to create new graphic displays and modify or delete existing displays at any work station including those associated with the LCP/ outstations. The generation utility shall include an interactive linkage process allowing user to link symbolic, numeric and bar graph representations and data entry locations to dynamic data base variables. The graphic display system shall be capable of making full use of the VDU resolution in the composition and display of graphic information. Graphic symbols shall be definable by the user for display of static and dynamic data. The user shall be able to as5emble a library of symbols which shall be retrievable into any graphic display. Text and symbols shall be able to be enlarged, shrunk, moved, mirrored or related with reference to a given display. The system shall be able to represent dynamic analogue data on a graphic display as a variable-length, sizeable bar graph, as well as numeric text. 25 (l)DisplaysGeneral all displays, excepting those containing data derived from historical files, shall be completely displayed within two seconds of the operators request. Dynamic data shall be continuously updated while being displayed. All screen displays shall provide following displays which shall be fixed in their locations to normal operations:• Alarm banner window at bottom of the screen display showing last three highestpriority unaccepted alarms. Where the system allows contents of banner to be limited (eg by user name or group) then the selection criteria applied shall be displayed with the banner.• Main display area for user selected displays e.g. mimics, alarm lists, etc.• System dialogue banner window at bottom of the screen shall display relevant system information such as error message and user prompts 26 •A day, date and time indicator shall be able to show local time an alarm bannerarea shall be included on all displays which provide information regarding most resentalarm events. The system shall allow operator to obtain details of most recent alarm event from any operational screen display through direct operation using a maximum oftwo keystrokes or selections. The system shall allow the operator to obtain a print of any display, including graphics through use of a standard system command. Screen displays shall appear identical incorporated form Dynamic data contained on a display shall not change during screen print Such that a snapshot of conditions is portrayed. Each display shall include time of day in hoursminutes and seconds and date in day, month and year format.•A facility shall be provided which allows paging to related displays through the use of ‘page forward or backward keys, or through the use of pick points(m) Suitable size of HT & LT XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 11000 Volts and 1100 Volts grade with stranded aluminium / copper conductor of size as per OEM recommendation and approved design ISI markedincluding cable glands, lugs, jointing kit etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories and necessary earthwork, civil work deemed to be included in quoted rates of the above items.(n)Generic Displays.The system shall produce various generic displays automatically 27 Metering arrangements: (A)Suitable bi-directional metering arrangements with recording facility shall be provided as per the norms of WBSEDCL. The metering arrangements must have feature to measure and record, (i)Parameters of KW, KWh, KVAR, voltage, current, PF and any other metering required to determine efficiency and efficacy of the system. (B) LT 3 Phase 4 Wire Electronic Tri vector Meter with CT ratioshould be as per capacity of SPV plant. (i) Standard: IS 13779:1999 / CBIP 88 (ii) Accuracy: Class 0.5 (ii) The metering arrangement shall have inbuilt Solar PV Plant synchronisation features. (iii) Reference Voltage - 3x240 V (iv) Basic Current (Ib)- 5 A (v) Maximum continuous current (Imax) - 10 A (vi) Rated Frequency (variation) - 50Hz (±5%) 28 (vii) Power consumption:- Voltage circuit: Less than 1.5 W and 10 VA per Phase at reference voltage, reference temperature and reference frequency Current circuit: Less than 1 VA per phase at basic current, reference frequency and reference temperature (viii) Display type: 8 digit 7 segment backlit LCD display, not less than10 mm character height (ix) Display in the event of Power Failure: Internal battery back-up for LCD display (x)Communication port: Galvanically isolated Optical Communication port for data transfer through either CMRI or remote device or both is providedwith RS 485 for DLMS protocol (C) CT/PT operatedenergy meter with following features (i) True four quadrant metering (iii) Time and day metering with maximum demand registration and automatic billing (iv) LCD display with announciators for various critical events (v) Scroll lock feature for continuous display of a desired parameter on display (vi) High resolution energy display mode for dial test (vii) DLMS protocol for meter reading, with option to remote reading port. 29 (viii) Advanced event detection features for voltage, current and magnetic influence (ix) Meter reading in absence of mains, using internal battery. (x)Power Manager Device Nano type with 4 inverter support with energy monitoring, zero export control, Load Management having RS-485 communication port, ethernet including RS 485 cable core size 0.5-1.5 Sqmm to establish communication between inverters, SCADA and sensor as per OEM recommendation with and including all connectedaccessoriesdeemed to be included quoted rates.(xi) Digital WIND SPEED SENSOR withminimum 3 cup Anemometer range 0 to 70 Mtr/ Sec distance constant 2.5 Mtrs output TTL Pulses output proportional to wind speed and diameter of cup 50mm with brass housing and stainless stell shaft(xii) WIND DIRECTIONSENSOR with wind vane and sensing vain coupledto linear endlsess potentio meter IP 67, range 0-357degrees, operating temperature -40 to +60 degrees celsiuswith brass housing and stainless stell shaft and aluminium vane complete 30 (xiii) AIR TEMPERATURE SENSOR withRTD sensing element PT100 mounted inside a weather shield duly coated with weather proof reflective white paint , range -40 degree to +60 degree celsius with nylon body housingwith weather shield and brass stem to mount the sensor, includingpower requirment 5 Volt DC complete. (xiv) MODULE TEMPERATURE SENSOR Model PT 1000 measuring range -40 Degreeto + 80 Degree Celcius with suitable ouput as required and directed on site and mounting on RTD encapsulated in suitable housing including connecting cables as required complete.(xv)Tipping Bucket Rain Gauge with Magnet and Red Switch type Sensing, rim diameter 203 mm and collecting are 335 MM SQ, Rain gauge shell made up of FRP bucket and mounting made up of stainless steel SS316 and unlimted capacity,including connecting cables as required complete.(xvi)SOLAR Radition Sensor ARN 8101 with 72 element thermo pile sensor and spectral range 0.3 to 3 Micro Mtrs and sensitivity 20 Micro Volt/ W/M², range 0 to 1500W/SQM & output 0 to 25 milli Volt and operating temp -10 to 70 Degree Celsiusincluding connecting cables as required complete with all fixing arrangment and necessary civil work complete with including all connectedaccessories as per OEM recommendation/Designcomplete: 31 (L)Step up solar transformer (800 volt/11 KV)” - Design,procure,erection, installation, testing and commisioning including connecting to local utility grid :Oil filled Type 3 phase, 50 Hz, ONAN cooling type, vector group of appropriatetype, number of load voltage Ratio: number of Phases / Freq.: 3 Phase / 50 Hz., Sealed type Copper wound Transformer with Off Load Tap Changing Arrangement on HV side in steps of 2.5% , +5% to -10% having cable end boxes on HV side suitable for 3 Crore X 300 Sq. mm. XLPE cable of 11 kV grade on HT side and LV side complete with all accessories like buchholz relay, Oil temperature indication, winding temperature indication and alarm etc preferbly DMCR Protection Relay i/c first filling of filtered dehydrated K Class natural Ester Oil bioTransol (as per IS 16659) and confirming to IS 1180 and losses shall be as energyefficiency Level 3 only & 100% load phase, with an impedence of 6.25% i/c as per specification below complete in all respects as required at site. Design ambient to be considered as 50 Deg C.All the balance parameter like temp rise, Basic insulation level, flux density etc shall be strictly in accordance with IS 1180 Part - 1 only including necessary earth work, PCC plinth foundation etc.Heat Run Test is the mandotary test for each Transformer.Standard: The equipment shall conform to the latest edition of applicable standards as follows. In case of conflict between applicable standards and this specification, this specification shall govern.• IS 2026 Standard for Oil filled Transformer• IS:3639 for Fittings and Accessories• IS:2099 for Bushings > 1000 V• IS:7421 for Bushings < 1000 V• IS:1271 for Electrical Insulation classified by Thermal stability• IEC 62770 Natural Ester Oil• CBIP Guidelines 32 (xvii) CORE : Transformer shall be double wound, core type with low loss, non-ageing, high permeability PRIMEGRADE, CRGO with M4 Grade or Better, perfectly insulated and clamped to minimize noise and vibrations. Followings should be Mandatory for any manufacturer: -(a) Transformer shall be of BOLTLESS core design.(b) Core shall be purchased Directly from Manufacturer or from their accreditedMarketingorganization of Repute & not through any agent. Bidder has to submit manufacturer’s name during bidding having sufficient credential & Core has to be purchased from the approved manufacturer.(c) Stage inspection of the core shall be done at manufacturer’s premises & inspection call shall be given with following Documents: (i) Invoice of the supplier (ii) Mill’s test certificate (iii) Packing list (iv) Bill of landing & Bill of Entry certificate by customs(d) Transformer manufacturer should have in-house core cutting facilities for proper control & monitoring of quality & to avoid mixing of Prime core with Second grade /defective core materials. Transformer Manufacturer should have in-house slitting Machine so that core is cut to width & stacked with minimum air gap thus ensuring Burr level less than 10Microns.(e) Core shall be procured from one of these reputed Manufacturers : Posco / Nippon/ Novex/ Ak Steels.(f) The insulation structure for the core to bolts and core to clamp plates shall be such as to withstand a voltage of 2000V for one minute. 33 (xviii)Tank:Tank should be of corrugated wall construction type. The exterior of tank and other steel surfaces exposed to the weather shall be thoroughly cleaned and have a priming coat of zinc chromate applied. The second coat shall be of an oil and weather-resistant nature, preferably of distinct colour from the prime and finish coats. The final coat shall be of a flossy, oil and weather resisting non-fading paint of specified shade. The interior of the tank shall be cleaned by shot blasting and painting with two coats of heat resistant and oil insoluble paint.Winding:(a) Winding shall be made with 99.9% pure electrolytic grade copper, insulated with thermally upgraded paper (Insulation Class A / Conductor Turn Insulation-Class E).The HV & LV winding should be able withstand thermal and mechanical stress in the event of short circuit.(b)Winding shall be carried in dust free area(c) The completed core and coil assembly shall be dried in vacuum and shall be immediately impregnated with oil after the drying process to ensure elimination of air and moisture within the insulation.Oil type: TransformerTransformer oil shall be as per IS-335:1993. It shall be natural/synthetic ester oil. The material safety Data Sheets (MSDS) for the Transformer oil shall be submitted by the bidder along with the offer Temperature Indicator:One set of winding temperature indicators with necessary current transformer, heating coil and a detector element and one set of oil temperature indicator with maximum reading pointer shall be mounted locally so as to be readable at a standing height from ground level. Each of the above indicators shall be provided with necessary contacts for alarm and trip: (a) Oil Insulation class : K class. It should also exhibit safety against fire hazards 34 (b) Cooling : ONAN(c) Vector Group: to be decided during design.(d) Percentage Impedance (Z%) 6.25 %.(e) Transformer Losses:as per IS 1180 - Level 1(2021)(f) Taps on HV for HV variation : +5 to -10 % in steps of 2.5% each (g) Termination (HV): Cable End box for11 KV cableof suitable size(h) Termination (LV): Cable connection(j) The transformer shall be supplied with following fittings:(k) Lifting lugs and Jack lifting pad support(l) Earthing terminals - to be decided during design. 35 (M)Earthing :The complete system shall include chemical earthing of required quantity for step-up Transformer (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account in case of any dispute decision of Engr in charge will be final and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 36 IMPORTANT NOTE FOR SOLAR POWER PLANT CONTRACT (COST DEEMED TO BE INCLUDED IN QUOTED RATES :-(1) The item specification and details given are for guidance purposes only and are likely to vary with modified / higher specification than that specified in the BoQ based on detailed site survey, solar potential assessment, design approval etc keeping the quantity of Solar inverter (PCU) and Solar Transformer same as in the BoQ. The items as per the finalized and approved design and specification, including make, shall be provided by the contractor without any extra cost to the department. All makes should be as per the latest MNRE approved list of makes and models.2.Cost of preparation of DPR design vetting from NISE/MNRE approved Institute and net billing arrangement (as per WBSEDCL) is deemed to be included in the quoted rate.3.The contractor shall submit complete design of Solar power plant, Schemetic/line drawings, detailed mounting structure array layout drawings alongwith SBC report based on the soil investigation as per OEM recommendation, Single line diagram with and including project reportand connected document shall be submitted by OEM through contractor prior to commencement of the work for approval of Accepting officer and subject to the drawing and designduly vetted by IIT/NIT (for mounting structure only) and vetted by NISE/ SECIfor entire scheme of Solar Power GenerationProject including evacuation and Net Metering arrangement complete before recommendation by GE for approval of the accepting Officer. 37 (i) The scope of works involves engineering, procurement & construction (EPC) of entire Solar Power Plant of capacity 0.8 MWp.4. The entire work shall be executed directly by OEMonly through contractor and contractor has to submit the MoU with OEM (agreement period for 25 years of entire Solar Power Plant Project) prior to commencement of work and same shall be approved byGE. 5. Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain any type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore have to berepaired and made good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes for entire Solar Power Plant Project, exavation, removing, return filing, channel, any type of metal work is deemed to be included in the quoted rate. 38 6.Cost of comprehensive maintenance as per OEM recommendation alongwith cost of spare parts required during 5 years of defect liabilty period after completion of Ph-I is deemed to be included in the quoted rate.7. Bidders attention is drawn to pre-bid conferance with department and also visit the site prior to bidding and other factor required as per OEM recommendation deemed to be included in quoted rates.8. The contractor has to carryout Pre-commissioning test of solar power plant including stepup transformer by CEI/SEI. The necessary tools and plants required for inspection of the plant shall be arranged by the contractor.and costsare inclusive in quoted rates.9. Contractor needs to know the irradiance of the location at the project before quoting. The contractor will design DCR (Make in India) for entire Solar Power Plant according to irradiance of the project location and efficiency of the components to produce the desired peak value as mentioned in the schedule i.e. 800 KW output on 11 KV AC supply and inject to the proposed RMU 11 KV. 10. During the execution of work any type of damage by elephant or monkey manance, contractor is fully responsible for protection of all solar power plant equipments including connected items i.e. PV Module, Inverter etc. No claim will be sought from the department. 39 11. All SCADA related activities viz. cables till SMBS and inverter and the requisite software and hardwarefor control room shall be included in the quoted rate.12. Vegetation Growth should be controlled by use of Deweeding Chemicals deemed to be included in Quoted Rates.13. Adequate Water Storage Facility of capacity 10000 Ltrs PVC Tank 5 Layer (with guarantee of 10 years after physical completion of work) on PCC Platform including suitable foundation for cleaning of PV Modules and suitable water drainage facilitiesfor both (Rain Water and Cleaning Water) from proposed site to existing drainage chamber is deemed to be included in the quoted rate.14. Solar Transformer fed from the Inverter should not be having odd harmonics (certificate needs to be required before physical completion of work).15.The Shutdown duration of Inverter should be monitored and recorded and analyzed. 40 16. The SPV Power Plant will be capable of generating 800 kW AC Output atleast once in a year and the AC Output of the plant will be not less than 90% of initial output by the end of 10 yearsand not less than 80% of the initial output by the end of 25 years.17. The Contractor shall operate and maintain Fire Protection System and safety equipments for the entire Solar Power Plant for 10 Years and cost of the spare is deemed to be included in the quoted rates.18.The firefighting system for the proposed power plant for fire protection shall be consisting of:a) Portable fire extinguishers in the control room for fire caused by electrical short circuitsb) Sand buckets in the control roomc) The installation of Fire Extinguishers should conform to TAC regulations and BIS standards. The fire extinguishers shall be provided for control room housing, PV array installation.19.Solar Components shall not be connected to LAN, WAN, or any Internal Data/OPS nw. 41 20.Sys with Bluetooth, GSM, Wi-Fi, or any Telemetry features should be avoided, unless explicitly cleared monitored.21. Finalization Of Feasibility Report, Design, Engineering, Transportation, Storage, Insurance, Civil Works, Erection, Testing & Commissioning etc., ensuring net-billing as per state net billing policy, quality control of grid connected.22.The Comprehensive Maintenance of SPV Plant would include wear, tear, overhauling, machine breakdown, insurance and replacement of defective modules, Inverters/PCU, spares, consumables & other partsas pe OEM reocmmendation and specification for 5 (Five) years under DLP of Phase-I..23.The Contractor shall arrange technical vetting of the plant during execution by the Cyber/INT officer and training by Unit Technical Pers till defect liability stage of Phase-I. 42 24.a) An energy meter (for net-billing) shall be installed between the solar Grid-tied inverter and the building distribution board to measure gross solar AC energy production (the Solar Generation Meter). The Solar Generation Meter shall be of the same accuracy class as the DISCOM service connection meter or as specified by local regulatory requirements. Separate for two different buildings.b) The bidder must take approval/NOC from the Concerned DISCOM for the connectivity, technical feasibility, and synchronization of SPV plant (if required).c) Contractor shall be provided system software (Cloud) for data hosting of Solar Power Plant with the Government approved agency and also audited by CERT-In (Computer Emergency respose team-India) is deemed to be included in the quoted rates. 25.a) Two sets of Engineering, electrical drawings, and Installation and O&M manuals are to be supplied. Bidders shall provide complete technical datasheets for each equipment giving details of the specifications along with make/makes in their bid along with the basic design of the power plant and power evacuation, synchronization, along with protection equipment is deemed to be included in the quoted rates. 43 b) All test and calibration certificates, wherever applicable.26. The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.27. (a) The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.(b) The contractor will carry out fortnightly, monthly, quarterly and annual maintenance as per Proforma of Appendix here-in-after respectively. In case the contractor fails to carry out the above maintenance following penalty per Solar will be imposed. 44 (i) Not carrying out maintenance fortnightly- Rs 2500.00(ii) Not carrying out maintenance Monthly- Rs 5000.00(iii) Not carrying out maintenance quarterly- Rs 7000.00(iv) Not carrying out maintenance annually - Rs 10000.00(c) The Contractor shall be responsible for ensuring production of 800 kW AC output of electricity at the injection point of RMU atleast once in a year from the SPV plant. In case the output is less than 800 kW AC unit, it will be deemed as under-designed plant. The contractor will be responsible for making good the shortfall by repair / replacement of the SPV Plant free of cost. Delay in this regard will attract monetary penalty to be amounted for the period wef very next day of the completion of Phase-I to the date of completion of rectification / replacement by multiplying the maximum value of units less generated than 800 kW AC for every day with the prevailing rate of electricity tariff of WBSEDCL Rate of electricity in West Bengal is Rs 6.52 per unit as in Sep 2025.(d) Maintenance and supervision shall be done by trained men for the safe operation of Solar’s contractor shall carry out fortnightly servicing including adjustment lubrication, repair of replacement fo parts if necessary. In addition to fortnightly servicing contractor’s senior mechanic of foreman shall carryout the inspection as per maintenance schedule and make necessary entries in the proforma attached here-in-after duly signed by Contractor & Engg-in-Charge as applicable kept in the switch room for this purpose. It will be the responsibility of the contractor to see that the maintenance schedule book is maintained properly by their senior mechanic or foreman. They shall promptly attend and call back & shall not be kept pending for more than 4 hours unless it has the prior approval of the Garrison Engineer. 45 (e) For any repairs/ replacement of Solar the contractor shall always be aware of time factor following are the fixed time (including Sunday/Holiday) for repair/replacement of parts/components/ accessories which shall be adhered to :- (i) Minor repair/ replacement- 4 hours (ii) Major repair/ replacement - 1day(f) The decision of the GE regarding Minor/Major repair shall be final conclusive and binding. In case of failure on the part of the contractor to keep the solar’s in running condition within the stipulated period mentioned in above the contractor is to pay penalty charges as mentioned below subject maximum of 10% of the total contract value and after that measurement will not be considered for the same defective Solar till it is in satisfactory working condition :-(i)Upto 12 hours @ 2000/-(ii) Above 12 Hours and up to 24 hours @ 5000/-.28. RFID Tag scanner of reputed make shall be provided by the contractor is deemed to be included in the quoted rates.29. Existing Room at 33 KV Switch Yard shall be used for SCADA/ Solar equipment/Control Room. 46 30. Surface preparation and laying of light yellow/white coloured interlocking tiles of appropriate thickness under the whole area of PV module array to make a reflecting surface for bifacial Solar PV module alongwith periodical water sprinkling arrangement for cooling of interlocking tiles is deemed to be included in the quoted rates. 31.The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes /LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines is deemed to be included in the quoted rates. Earth resistance shall not be more than 3 Ohms .32. The mounting steel structure shall be as per IS 2061-1992 and galvanizing as per IS 4759 and should withstand WIND Load as per relevant IS Code/NBC.33.Soil Stabliztion testing certificate needs to be required before completion of physical completion of work (Phase-I) so that the performance of the PV Plant is not affected in Highly Soiled areas for minimum 25 years. 47 34. M&O (Phase-II) should be finalize at the planning stage itself. The important point are as under:- (a) The thermal imaging of pv panel should be taken once a year for checking its health including hot spots.(b) The cleaning cycle of panel should be fixed as per the ratio of short circuit current falling below 0.9. The cleaning provision shoul be made available before evacuating the power.(c) The shutdown duration of inverter should be monitored and recorded and analyzed 48 Supplying, Installation, Testing & Commissioning including design, manufacture and testing at works of indoor type , IP 4X ,floor mounted metal clad, 11 KV VCB panel board totally enclosed & fully interlocked, Horizontal drawout, Horizontal isolation type breaker as per IEC-62271-100/200, as amended up to date and additional specifications, having capacities as mentioned below, single break, trip free mechanism, motor charged and manually/electrically closing breaker suitable for use on 11 KV,3 Phase, 50Hz A.C. supply with STC 25 KA for 3 Sec.Internal Arc for AFLR 25kA at rated voltage for 0.1s at individual compartments i.e. Busbar, VCB and cable compartment.complete with self contained, fully interlocked, rack in and rack out mechanism, air insulated and encapsulated copper bus bars of 800 Amps capacity, breaker featured with mechanical ON/OFF indicator with hand trip device, spring release coil, shunt trip coil and auxiliary switch of 8 NO + 8 NC andequipped with following switch gears and accessories.The panel shall be complete with following switchgear and accessories. The structure of the switchgear must be fabricated using steel sheets coatedwith Alu-Zinc (Aluminium Zinc alloy)/PRINTED CRCA All major sub-components (switchgear, relays, meter & vacuum interrupters) shall be of same make. VCB and vacuum interrupters shall be designed for 100 short circuit operations at full short circuit of 25KA. Breaker shall be roll on floor type/ CASSET TYPE. Separate earthing truck shall be required for each bus earthing & cable earthing. Earthing truck shall be so designed that it is impossible to earth a live. It shall be provided with capacitive voltage divider and complete with audio visual annunciation, one for each panel. Item Continued as 2.01 to 2.04 49 INCOMINGS & Outgoing VCBs :Type : Air insulated VCB, autoreclosing, system voltage :- 11kV + 5%, 50 Hz+ 5%, 3 phase, rated voltage : 12kV, rated current : 800A in 40 ° C ambient, Short time rating for 3 sec : 26.3 kA, Short Circuit Making Current : 65 kA, insulation level (PF rms/ impulse peak) : 35 kA/75kA, System Ground : Solidly Earthed,Duty Cycle : 0 - 0.3 sec - CO - 3 min - CO, Break/ Make time :- Not more than 5 Cycle, Range for Auxiliary voltage for Closing / Tripping / Spring Charging : 85-110%/ 70-110%/85-110%. of rated voltage. The VCB must withstand 10000 mechanical, & 100 at rated short circuit current. The breakers should have auxiliary contact 6 No+ 6 NC, in minimum. The used Breakers will comply with IEC 62271/ IS 13118. Qty. - 3 Nos (1 no Incomer & 1 outgoings)Busbar: Rated Current : 800A @ 40°C ambient, Material : Silver Plated /Tined , High conductivity elecrolytic Copper Bus Bar sleeve :Heat Shrinkable PVC Sleeve with joints having full voltage soft PVC shroude Short time rating for 1sec :26.3kA -1 setCurrent Transformer:Voltage class: As specified in Circuit breaker ; Type: cast resin type, Dual core, Dual Ratio , Barden :10VA; Class insulation : Class E or better . Protection core: 5P10, Metering : 1.0 , Short time rating for 1 sec :26.3kA Ratio :300-150/1-1, 7 setsBus Potential Transformer: Rated Voltage : Primary - 11000 / ✓3 , Sec -110✓3; Type : Cast resin , draw out type, 3- phase , 3-limb complete with HV fuses . Barden : 100VA per phase ; Class of insulation : Class F or Better , Accuracy Class: 1.0;Rated Voltage factor : 1.2 continuous, 1.5 for 30 Secs. PT shouldbe drawnout type and serivce continuously shall be indepandent of Breaker trolly position...1set 50 Relay for Control & Protection: Numerical Type IDMT Relay (50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Additionally, condition monitoring CB wear, condition monitoring CT supervision, disturbance recorder, undervoltage & over voltage protection, trip circuit supervisioncan be measured through the relay. The device shall support webserver/web HMI through which we can monitor and control the relays over a ethernet Lan network. Licenses for theprogramming software shall be provided free of cost.The numerical relay shall have large mimic-based LCD screen display . .The relay shall have 8 Digital inputs and 8 Digital Outputs and one additional watchdog ouput.The device has to aloe controlling of min. six objects (circuit breakers, disconnectors and grounding switches). Controlling has to be done by “select-execute” or “direct control” principle. Controlling has to be possible by: through local HMI, remote communication, via digital input or via function key. Events has to be readable to SCADA systems, front panel or by setting software.The sample rate of the recording has to settable to 32samples/cycle.The devices shall provide storage up to events 2000 based on the resolution.The device shall support following communication protocols: Native IEC 61850 ed1 & ed2, Modbus TCP. The IEC 61850 communication has to support peer to peer communication (GOOSE) if requiredThe IEC 61850 interface must be able to configure through setting software. Also the same setting software has to be able to generate ICD filesThe device shall have KEMA IEC61850 edition 2 certificates - 3 sets. High Speed Master Trip relay VAX31- 3 Set, Ttrip circuit supervision relay-VAJH13-3 set6 Window Annunciation Facia . with ACCEPT, RESET & TEST Push Button - 3 set . Auxillary relay for Transmission faults (VAA33)- - 3 Set 51 Metering: Meters: 1-NosUL&CE Multifunction Digital meter displaying Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.Temperature Monitoring Sensor for the Three Phases of Incomer VCB Panel :Supply, installation, testing & commissioning ofthermal monitoring system to be provided to detect abnormal temperatures due to faulty connections and to prevent equipment B19damage. The switchgear shall have wireless temperature measurement sensors at all critical points:(a) 3 nos. foreach phase at incoming side cable joints The wireless temperature sensors installed on conductors shall be :(i) Installed with direct contact to hot point, to achieve accuracy of +/- 2°C(ii) Self-power (no auxiliary supply, no battery)(a) communicate wirelessly(c) Operate from -25°C to 125 °CThe system shall allow 2 configurable thresholds (pre-alarm and alarm). This system shall have integrated algorithms enabling to anticipate as early as possible an abnormal temperature, before damage occur (strong predictive capacity) and generate alarm through SCADA/monitoring software. Thermal sensor shall beself powered by the network current. Temperature data is sent via Zigbee wireless communication to provide high performance and accurate thermal monitoring. The sensor is secured to the connection point and is in direct contact with the measured point. Smartphones or tablets (with a Zigbee communication dongle) can be used with our Thermal Connect mobile application to scan data locally and can replace the need of periodic infrared scanning. Thermal sensors should comply to following standards:1 EN/IEC 61010,2010 2. UL 61010-12, 20123. ETSI EN 300238, 2012 V1.0.1 4. IEEE 802.15.4, 2013 52 Power Pack shall be with 220Volt AC Input & 24 volt DC continuous output suitable for closing /tripping indication of HT panel boards with 2nos 12Volt 100AH maintenance free batteries, chatging unit for trip system complete with suitable capacity dogital MFM connections with 2.5sq mm FRLS inaulated copper conductor cable etc as required.-4 set.The 11 KV HT Switchboard of 1 panel,shall bewith all accessories, interconnections,internal wiring, labels, space heaters etc. complete as required.3 panels shall be mechanically interlocked in such a way that only one operates at a time and multifunctional digital meters shall be interconnected and programmed in such a way that total consumption will come in one meter summating both of them.Note: 1. Quotated rates shall be inclusive of construction of foundation for the installation of VCB as per OEM drawing.2. The equipment shall be tested by SEI post sucessful installtion and report shall be submitted to this office. 53 Design, Manufacturing, Supply, Installation, Testing and Commissioning of 3 way 12 kV rated Ring Main Unit ofwith Fault Level 21KA 3 sec internal ARC 1 sec for tank and cable box , consisiting of 630A12 kV rated , 2 nos motorized type VCB as incomers & 1 load break switch as outgoings with metering modules along with necessary Earth Switches,battery and battery charger for shunt trip arrangement andMotor and other auxiliary circuit operation, HT CopperBus bar with current density not more than 1.6A/sq. mm as per detailed description as follows: RMU Construction: The switchgear and busbar shall all be contained in a stainless steel enclosure filled with SF6 at 0.3 bar (300 hPa) relative pressure to ensure the insulation and breaking functions. Sealed for life, the enclosure shall meet the sealed pressure system criterion in accordance with the IEC 62271-1 standard (§ 3.6.5.4): a volume for which no further gas processing is required during its entire expected life”. In addition, manufacturer shall confirm that maximum leakage rate is lower than 0,1 % / year. It shall provide full insulation, making the switchgear insensitive to the environment (temporary flooding, high humidity...), IP67 degrees of protection in accordance with recommendation IEC 60529 § 14.2.7. No SF6 gas handling required at site. Thus assembled, the active parts of the switchgear shall be maintenance-free and the switchboard shall be low-maintenance. The switchgear operating mechanism shall have an IP2X protection and cable chamber shall be IP55, Over all IP protection shall be IP55 . The tank shall be made of at least 2mm unpainted stainless steel. Item Continued as 3.01 to 3.05 54 VCB is the preferred dielectric medium for MV RMUs. Oil filled switchgear will not be considered. RMU shall be in accordance with IEC 60376.Any accidental overpressure inside the sealed chamber will be limited by the opening of a pressure limiting device in the lower part of the enclosure. Gas will be released to the rear or the bottom of the switchboard away from the operator and internal arc tested for both cable and tank for 21KA 1sec AFLR with test conducted with minimum 3 functions TankNumber of mechanical operations of Circuit breaker 2000 O/C , Number of electrical operations at full loop current for LBS: 100 O/C , Number of electrical operations at full loop current for CB: 2000 O/C,. Manufacturer shall provide type test report to prove compliance with IEC 62271-200 Annex A, Internal arc classification class AFL with 21kA 1s for the enclosure. Make of the RMU, vaccum intrtupter , relay & meter shall be of same OEM. All the test certificate shall be in the name of the OEM only . If there is any name change / acquisition by other OEM happened for the RMU then test cerificates shall contain the new OEM name only.HT System : 3 phase -3 wire , HT Fault level21 kA, Power System earthing - solindly earthed at up stream source, HT Copper Bus with Short Time Curent rating 21 kA for 1 Sec ( 3Sec), Continuous current rating at least 630 A. tank and cable chamberof RMU must be IAC rated for 21 kA for 1 Sec AFLR. Design ambient to be considered as 40 Deg C.HT Circuit Breaker :(i) There shall be 1nos.load break switches as incomings and 2 nos 12 kV rated VCBas outgoing ( total 3 nos.) . The circuit breakers shall be fixed type. All of the switchgear shall be capable of withstanding this current without any damage being caused, in accordance with the recommendations IEC 62271-1 and IEC 62271-200.Loss of service continuity class: LSC2(ii) The Circuit Breaker must be rated for 12 kV ( nominal Voltage), 28 kV/75 kVp ,3 Phase, 50 Hz, Short Circuit Fault Level of 21 kA for 3 sec. 55 (iii) No. Of Close Coils - 01 no. operable at 24 V DC (85% - 110%)/ Spring Assited Closing, No. of Trip Coils - 01 nos. ,operabale at 24 V DC ( 70% - 110%) for shunt trip.(iv) Provision for supervision of the shunt Trip Circuits for the Trip Coils to be provided. (v)Switchgear classification: PM class(vi) Loss of service continuity class: LSC2(vii) Duty Cycle : O – 3min – CO – 3min – CO, Vacuum Circuit breaker shall be of M1, E2, C1 duty and capable for minimum 50 short circuit breaking operation at full short circuit level.(viii) STC rating 21 kA for 3 Sec (for Vacuum Interrupter).(ix)Vacuum Interruptor must be hermetically sealed and must comply IEC 60056 ( along with latest amendments). Vaccum interrupter shall be of same make as RMU(x)Circuit Breaker to be equipped with Suitable tripping arrangement with push button, Mechanical counter to assess the total number of operations of the breaker, Mechanical ON / OFF indicator, Auxiliary switches, Auxiliary Contacts( at least 2 NO + 2 NC of Class 2 category), Emergency trip push button.(xi) The Operating mechanism shall be spring charged motor operated/ spring assisted as per OEM type tested design type with Spring Charge Universal motor operable on 24 V DC / 230 V AC.(xii)Suitable monitoring of Bircuit Breaker status ( ON, OFF, Trip, CB Spring charged if applicable), Trip Circuit Healthy / Unhealthy, DC healthy/unhealthyto be provided using (xiii) Voltage Presence Indicator shall be provided against each HT circuit ( against each VCB) on line side for knowing the presence of line enerzisation status.(xiv)Number of Mechanical operations at full rated current for breaker: 2000 O/C 56 HT CT /PT : Load Break Switch - 11 KV, 630A, 21KA for 3sec Motorized Load break switch; with built in line side manual earth switch. Earthing should be completed within 2 operations only(i.e 1. Main switch - OFF, 2. Earth switch - ON). LBS shall have 3 positions, open or disconnected, closed and earthed, and will be constructed in such a way that interlocking prevents unauthorized operations. For earth switch, manual opening and closing will be driven by a fast-acting /snap action mechanism, independent of operator action. LBS and earth switch shall have a min of 1000 (M1) mechanical operations ,and 5 nos closing operations at rated SC current. LBS should have 100 electrical operations at rated current. LBS & Earth Switch should have separate apertures for operation.i) One set of 03 nos. ( for 3 phases) dual core Cast Resin CTs for Eachincomer VCBcomplying with IEC:60185 & IS 2705 ( along with latest amendments) , Core -1 - 400-200/1 A , 2.5 VA, Cl 0.5 for metering ; Core-2 - 400-200/1 A, 2.5 VA , 5P10 for Protection.ii) 01 no. of 03 phase Dual Core PT forHT bus ( 11 kV)with protection HRC fuseCore 1- 11kV /√3 / 110V/√3, Cl 0.5s, 50VACore 2- 11kV /√3 / 110V/3, Cl 3P, 50VA(iii) Multifunction Meter:2 Nos. 3 phaseDigital Multifunction Meter6400NGwith Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.for each VCB panel ( 96 mm x 96 mm) , Flush mounted, Class 1 conforming to IEC 62053-22 ( along with latest amendments). 57 Protection Relay: (i) 2 Nos. of Numerical Type Self-powered IDMT Relay(50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Relay should communicate on Modbus RS-485.(ii) Each VCB must have separate Anti Pumping Relay / Antipumping feature through motorization circuit.Fault Passageindicator: The FPI shall facilitate quick detection of faulty section of line. The fault indication may be on the basis of monitoring fault current flow through the device. The FPI should be self-powered and should have internal lithium battery for external indication and setting of FPI in the absence of current.The FPIs shall include: Fault detection - Phase to phase and Phase to earth faults.One potential- free output contacts for hardwiring to RTUs. On this basis, the SCADA/DMS will be able to monitor phase / earth fault condition.Local fault indications - LCD display on FPI front panel along with LED indication on front panel of RMU enclosure.Multiple reset option : End of time delay (Adjustable from 2 to 16 Hrs)Remote reset (Via potential free input contact of FPI)Manual reset (Reset button on front panel of FPI)Automatic reset on current restoration.The characteristics of the FPIs shall include: Phase fault thresholds configurable from at least 100 to 800 A,Earth fault thresholds configurable from at least 20 to 200 AMultiple number of steps for adjusting phase and earth fault thresholds. Fault current duration range configurable from at least 40 ms to 100 ms in 20 ms steps and further 100 ms to 300 ms in 50 ms steps. Variations with respect to these characteristics may be acceptable as long as they prove applicable and provide the same or better flexibility. 58 EARTHING : The cables shall be earthed by an earthing switch with short-circuit making capacity, in compliance with IEC 62271-102 standard. The earthing switch can only be operated when the switch is open. The switch and earthing switch operating mechanism shall have a mechanical endurance of at least 1000 operations. Integrated line side Earth switches shall be provided in each HT Circuit. ( against each VCB)RMU Bushing & Cable Termination: It is preferable to have all bushings accessible from the front of the RMU. Bushings along the sides or the rear of the RMU are not acceptable.For each cable compartment, the bushing shall be at the same height in order to facilitate a possible reversal of the cables. The bushing should be conveniently located for working with cables specified and allow for the termination of these cables: - 630 A M16 bolted connectors for switch-disconnectors and vacuum circuit breakers functions.The profiles of the cable connection bushings shall be in compliance with IEC-60137 standard. Cable clamps:A cable clamp arrangement must be provided for all network cables terminated on the RMU.Provision for Cable Entry: There shall be suitable provsion for Cable entry from bottom through 3 mm thick CRCA steel thick detachable gland plate along with provision for termination of 2 runs of 3 c X 300 Sq mm 11 kV (E ) , XLPE insulated Aluminium Cables (for HT side) and at LT side runs of cables matching with outgoing MCCB current rating.Note: (i) Quotated rates shall be inclusive of foundation for the installation of VCB as per OEM drawing.(ii) The equipment shall be tested by SEIaftersuccessful installtion and report shall be submitted to this office and cost deemed to inclusive in qoated rates 59 M&L for water proof, 3 core PVC insulated and PVC sheathed, copper conductor cable of size 1.5 sqmm, 1100 Volts grade including PVC conduits properly fixed on steel poles using GI wire for electrical connection of street light fittings, complete all as specified and directed. 60 Supply and fixing junction box having protection dust proof, acid resistant, shock proof, fire retardent self extinguisher for outside installation with knockout entry for cable of size 10 - 25 sqmm andminimum size 295x195x95 mm with terminals, with and includingbrackets for street light pole mounting andone 6A MCB SP complete all as specified and directed. 61 M&L for Advanceencapsulated compound based Chemical earthing CPRI tesed maintenance free , pipein -pipe technology upgraded(Zinc & Alloy coated). , Zinc & Alloy coated (80 -100) microns with pure zinc (99.9%) & Alloy coating (200-250) microns. Earthing system conforming IS 3034. The outer and inner pipe should be 76.2 mm and 41.9 mm dia respectively of3 mtrs long zinc coated with additional special alloy coating 300 mm on top side for additional protection of the terminal . The annular space between the pipes to be filled up with Compactfill (CF) (Crystalline Conductive) mixture which should bemachine pressed in the pipes not disintegrate or collapse when outer pipe corrodes . The inner pipe should be extended with terminals for connectivity.The job includes digging the pitsin any type of hard densesoilof min size 1000 X 1000 X 3050 mm depth taking out excavated soil, lowering/ placing thethe pipe in pipe earth electrode in pit in center ,filling of pure conductolite back filling compound (BFC Conductolite) having excellent moisture retaining capacity in 300 mm around the electrode(minimum 4 bags of 25 KG per pit per unit) or more qty of backfillcompoundas required to fill around the the elctrode in 300 mmin circumfrance of electrode . Contractor has to fill the remaining portion of pit withlow resistivity soil (agriculture soil) free from stones etcs, to be bring from out side defence landas the soil resistivity ofStn is very high and mixed with min 3 Bags of 50 Kg each of Bantonide clay. The BFC should be eco friendly it should not contain envernmently hazardous material/metal having ROHS certification from NABL accredited lab.The earth pit should be provided with a FRP earth pit cover for protection and safe guard of terminals. The material of earth electrodeshould have good electrical conductivity & anti corrosion property in wide range of soil conditions. The job also include M & L for in PCC(1:3:6) typeC-1 around the FRP cover for support and foundation and colouring the PCC work withdesired colour.completeall as specified and directed. Item Continued as 6.01 62 Note : (i) Design of earth electrode should be of pipein-pipetechnology .(ii) Contractor have to submit literature of earth electrode and get the make approved of GE before procurement.(iii) The earth electrode shall be CPRI tested to withstand short current test for 60kA rms for 1.0 second and 150kA for peak current.(iv) Contarctor has to fill pure back fill compound conductolite all around the earth electrodein 300 mm bore up to full depth of bore.(v) Contractor shall refill the pit with low resistivity soil (agriculature soil ) free fron stone etc and mixed with 06 bags of Bentonite of 25 Kg each to achive the low resistance values. (vi) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection. This Earthing System used for VCB and RMU only. For Solar Power Plant Earthing System is already deemed to be included in quoted rates.(vii) Necessary cost of repair to plinth protection and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 6 x Bags of bentonidedeemed to be included in the item rate.(viii) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work. 63 SAFETY EQUIPMENTSSupply and fixing Rubber hand gloves suitable for 11 KVas per OEM recommendationcomplete all as specified and directed. 64 S&F for glass framed Shock treatment chart both in Hindi & Englishand connected accessoriescomplete all as specified and directed. 65 S&F for dry powder chemical type 4.5 kg fire extinguiser with clamps and connectedaccessories ISI Marked complete all as specified and directed. 66 S&F for single line diagram, schematic diagrams etc. of A1 size on suitable Aluminium sheet including lamination etc. as required as per OEM recommendationcomplete all as specified and directed. 67 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. 68 Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation, manholes, laying of UG cables/pipes etc. not exceeding 10 Sq.m on plan and getting out in soft/loose or any type of soil complete all as specified and directed. 69 Removing excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. 70 Returning filling in, soft/looseor any type of soil including spreading leveling watering and ramming complete all as specified and directed. 71 Excavation in post holes (or similar holes) in soft/loose soil each n.exc 0.50 cum, getting out,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface all as specified & as directed. 72 M&L for RCC M-20, design mix (using 20mm graded crushed stone aggregate), including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 73 M&L for steel tubular swaged poles complete with cast iron base plate, finial taper plugs, bolts, nuts & screws as specified type 410 SP-31, 9.0 meter longinclusive of two coats of aluminium paint over one primer coat of red oxide zinc chrome primer including preparation of surfaces complete all as specified and directed.NOTE : (a) The poles shall confirm to IS - 2713 & each component pipe shall be ISI Marked & confirm to IS - 1161. (b) Necessary earthwork, PCC etc. shall be measured & paid separately under relevant items of work. 74 S & F LED Street lights nominal power 90 Watt, LED of Make Osram; Bridgelux ; Philips; Nicha; Cree; Samsung, LED wattage of minimum 3 watt each and Maximum 5 watt each, operational voltage of 170 volts to 270 volts, frequency of 50 Hz, lumen efficacy of minimum 120 lumens per watt, built-in integrated electronic LED driver, output open /short circuit protection, phase to phase protection, over voltage protection, surge voltage protection upto 4 KVs, protection grade IP 66, CRI greater than 80%, CW available CCT of 5700K, power factor of minimum 0.95, pressure die-cast aluminium alloy housing with polyester powder coated metallic silver finish after phosphochromate treatment, life span of minimum 50000 working hourswith IK10 and L70 on including fixing at any height and including wiring using three core PVC insulated, PVC sheathed, flexible stranded copper conductor FR-LSH cables suitable for outdoor use, 1.5 sqmm as per IS 694: 2010 complete all as specified and as directed.(i) If connection.cable from pole Juction box to street light and street light bracket up to 2 mtrs be included and measured in unit rate item, Beyond 2 mtrs of length to be paid seperately under respective items.(ii)At location where street lights/flood light are connected through overhead conductor, connection cable from light fitting to overhead conductor is deemed to be incl in the item rate. (iii) All LED street light/flood lights shall be properly connected with earth dolly provided with fittings and steel poles earth bolt.(iv)All LED lights have replacement warranty of 5 years from the date of completion of the contract accordingly condition 46 of GCC (IAFW-2249) shall be amended to extent mention above. Contractor has to submittwarranty certificate from manufacturer . Payment of light fitting will be released after receipt of 3 year replacement warranty certificate from manufacturer.(v) The LED lights will replaced bythe contractor free of cost in the case of manufacturing defects and Failure due to electrical impact if not connected properly with earth. Hence it is contractor responsibility to connect the light fitting earth wire and shall be grounded properly.(vi) The contractor shall submit the surge protection certificate and Type test certificate LM 79, LM 80 for luminaries from LED manufactutre. 75 M&L for Cement concrete (1:4:8) type D2, (Using 40mm graded crushed stone aggregate) as in foundations of poles and stay, filling and mass concrete complete all as specified and directed. 76 M&L for plain cement concrete (1:3:6), type-C2 (40mm graded crushed stone aggregate) as in foundation, filling and mass-concrete, coping etc for pole foundationwith and including necessary formwork complete all as specified and directed. 77 M&L PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and copingwith and including necessary formwork complete all as specified and directed. 78 Material & labour for earthing complete with copper earth plate electrode 600 mm x 600 mm x 3.15 mm thick burried directly in ground (Earth pit not less than 4 mtr deep below ground level) with top edge of the plate not less than 3.25 mtrbelow ground level connected to copper strip 20 x 3.15 mm as earth lead by brass nut bolts washer including brazing the copper strip with copper plate as shown in electrical plate No 3 connected to earth test point including necessary excavation for earth pitin hard dense soil, rocky / disintergate rock, filling charcoal and salt around the plate in layers , filling the pit with low resistivity agriculture soil free from stones, to be bring from out side defence land and mixed with Bentonite , (4 bags of 25 Kg each ), construction ofinspection pit ( earth pit chamber) of brick work of size 600 x 600 x 600 mmwith PCC copping of 1 :1.5: 3, 12.5 mm aggregate A1 with MS sheet 2.8 mm plate cover on frame ofangle iron of size 40 x 40 x 5 mm with , wire mess, funnel, test point, 40 mm dia GI protection pipelightgrade and20 mm GI peforated pipefor wateringetc complete and testing on completion. The electrode and lead shall be of copper all as specified and directed by Engr-in-charge (Copper strip upto 7.5 RM will be included in the item rate and copper strip beyond 7.5 RM will be measured seperately Item Continued as 22.01 79 NOTE :-(i) Contractor shall uselow reisistivity fresh agriculture soil , mixed with 4 x Bags of bentoniteclay of 25 Kg each for refillingthe pit to achive the desired resistance.(ii) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection(iii) Necessary cost of repair to plinth protection as per existing specification and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 3 x Bags of bentonitedeemed to be included in the item rate.(iv) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work.(v) Contractor has to submit test report of earthing after completing the earthing.(vi) Bentonite clay should be Conf to IS 6186: 1986.(vii) The cost ofCopper strip of size 20X3.15 mm from top of earth plate upto 7.5 meter above ground level is deemed to be included in the unit rate of above item.and copper strip beyond 7.5 RM will be measured seperately.(viii). All the joints in copper strip and connection with Earth Plate to be welded through brazing and in addition by proving brass nut bolt and washer are deemed to be included in the unit rate. (ix) Cost of brazing / welding and nut bolts are deemed to be included in the unit rate. (x) Cost includes removal of excavated soil upto a distance of 100 mtrs. 80 Supply and fixing copper strip of size 20 x 3.15mm as earth continuity conductor or main earthing lead fixed on V typeporcelain insulator, 4 BM, heavy duty ( ceramic bus bar supportinsulator off whitecolour ofsuitable for mounting strip of 20 mm wide x 3.15 min thick) saddle to wall, buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 20 x 3.15 mm copper strip brazingto each joints and connected with by providingbrassnut boltsand washer including test point all as specified and directed by Engr in Charge. Note : Insulators shall be provided on every 50 cm. (Minimum 2 x insulators to be provided in every 1 x metre of strip and rate of the same deemed to included in quoated rates) 81 M&L sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and directed. 82 Supplying and laying un-reinforced precast concrete cable cover, class HV, type 1 with peak, size 300mm x 180mm x 40mm complete all as specified and as directed. 83 M&L for GI pipe 100 mm bore, light grade with all fittings and fixtures (ISI Marked), laid in trenches, under road or fixing on wall/ pole /crossing drain /nallah etc. of bore complete all as specified and directed. 84 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 85 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 86 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 87 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 88 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 32 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 89 S&F for 63mm (OD) PP-R Gate valves (brass insert)and connected acessories complete all as specified and as directed. 90 S&F for 32mm (OD) PP-R Gate valves (brass insert) nd connected acessories complete all as specified and as directed. 91 M&L for hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed. 92 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 93 S&F for RCC pipes of 600 mm dia, NP-2 laid and jointed complete with collars complete all as specified and directed. 94 S&F for 250mm bore Flue pipes of mild steel sheet, black, in suitable lengths as approved by GE and fixed to walls complete all as specified and directed. 95 M&L for Brickwork with fly ash bricks (modular bricks ), straight or curved on plan exc 6m mean radius, built in cement mortar(1:6) complete all as specified and directed. 96 Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound will be deemed to included in qoated rates. 97 M&L for applying three coats of white wash on newly plastered wall surfaces including preparation of surface complete all as specified and directed. 98 S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. Wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed. 99 S & F hot rolled medium and high tensile structural steel of grade E165 as per IS 15911: 2010 as in framed work such as grills, grating, etc., with ends of bars of shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework water tanks and similar work complete all as specified and directed by Engineer-in-charge. 100 S&F flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 S&F MS screw bolt (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 5 cm and n. exc 10 cm long, diameter of neck 5 to 10 mm complete all as specified and directed. 102 Supply and fixinggalvanized steel chain link fence fabric of mesh size as approved , made out of 4 mm nominal dia of mesh wireconforming to IS 2712-2003 and having zinc coating of type heavy as laid down in IS-4826 including line wires/ binding complete all as specified and as directed(A Board of Officers under the orders of GE shall be convened to ascertain the weight per square metre of galvanized steel wire chain link fencing brought at site by the contractor against each lot of materials). 103 S&F 10mm round bars Fe-410-W (Gde-250) quality-A or Fe-290-(Gde-E-165) as in stiffner to hold the chain link fencing fixed with angle iron post inclucinding necessary welding and fixing arrangement at ends complete all as specified and directed . 104 S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steelpins, etc. complete all as specified and directed . 105 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 106 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface not exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 107 Materials and Labour for reinforced cement concrete M-20design mixin columns; pillars; piers; posts; struts etc,complete all as specified and directed. 108 S&F for Mild steel TMT bars 10mm dia and over, conforming to Fe 500 D, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 109 S & F for mild steel TMT bars 6 to 8 mm dia, conforming to Fe 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, stirup,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 110 M&L for construction of valve chamber with MS sheet cover 3mm thick with angle iron) frame of size 50 x 50 x 6mm and locking arrangements including painting one coat of primer followed by two coats of black sysnthetic paint including excvation and earth work in any type of soil,PCC (1:4:8) type D2 in foundation ,PCC benching 1:2;4 type B-1 ,PCC (1:5:8) block masonry 20 cm thick in cement mortor (1:6),10 mm thick plastering in CM 1:4 ,PCC bed in (1:3:6) and coping 50mm hick in cement concrete 1:2:4 type B1 using 20mm stone aggregate including necessary formwork,paintin one coat of red oxide and two coats of bituminious black paint on all steel surfaces as specified and as directed of sizes 800mm x 800mm x800mm (internnal dimensions) complete all as specified and as directed. 111 Sch A Part-II (Phase-II) 112 Providing Services for Manning and Operation of Solar Power Plant 0.8 MWp near 33 KV receiving stationat Sevoke Mil Station for FIRST YEAR after completion of Ph-I of the subject work with oneskilledcategory Electricianhaving certificate of Surya Mitra from NISE) for twoshifts of 8 hour, one helper (semi-skilled category) in two shift of 8 hrs eachcontinuous operation (including Sunday/Holiday) to maintain sub station in/out side Panels, Invertor, DC junction box, VCB as specified, including daily and weekly check up including cleaning of PV modules complete with suitable cleaning cloths etc , upkeeping the installation operational and in health condition, having own conveyance and communication system like mobile etc. complete, for Solar Power Plant with all minor consumable and expendable items and labour and tools for smooth and efficient operation complete all as specified and directed by Engineer-in-Charge. Make of spare parts / equipments of the Solar Power Plant :- Same as installed in the preceding phase of the work.Repair or replacement ofdefective components or spare parts will be carried out free of cost under DLP and comprehensive Maintenance as per OEM recommendation up to DLP period included in BOQ item No. 1.00. The Contractor may submit his claim for every months on pro-rata basis subject to condition 64 of IAFW-2249 (General Conditions of Contracts)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 17,92,949.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. Item Continued as 56.02 to 56.06 113 NOTES :- In addition to and Manning, Operation and Maintenance of Solar Power Plant, the following works will also be carried out by deputing addl manpower where required, to the entire satisfaction of Engr-in-Charge.(a) Minor repairs and preventive maintenance required to ensure serviceability and efficiency of complete MRS complex including supply of HT 11 KV fuse wire of proper sizeand minor spares such as nut, bolts, spring, lock nut of VCB/OCB as per sample, broom, duster, grass cutting tools, phawara, pick axes for cleaning/grass cutting of complete at Sub Stn Complex. 114 (b) Record of activities such as voltage / current / PF / Energy consumed / temp of transformers, break downs, day to day maintenance of Solar PV Plant etc.(c) The contractor shall ensure that all safety precautions are strictly exercised by the staff employed by him.Adherance to IE rules and statutory rules in vogue must be ensured.The contractor shall be fully responsible for any mishap that occurs due to any fault of the employee or due to non adherance of safety norms.(d) Record of activities such as attendance register, duty roster, pay distribution register of the whole staff employed by the contractor.(e) The electrician staff employed by the contractor shall be ITI holder with four years experience. 115 (g) Security lights within the complex will be operate by the tenderer. (h) The under mentioned tool kitwill be provided at site with person on duty :-(i) Electrician tool kit such as screw driver set, tester, test lamp, cutting plier, insulation tape, fuse wire of required size. (ii) Tongue tester(iii) HT megger(iv) First aid box (v) Shock treatment chart duly framed(vi) 33 and 11 KV Hand gloves(vii) 33 KV discharge rod withcopper chain(viii)) Helmet -02 nos(ix) Suitable Footwear - 02 nos(x) Cotton protective clothing with long sleeves duly embossed with GE Sevoke as directed. The tenderersquoted rates shall be deemed to be include the cost of all above provisions and nothing extra will be paid on any account. 116 (xi) The Bidders shall abide by the latest Labour rules and minimum wages Act. Wagespaid by the bidders to the persons employed shall not be less than the minimum wages fixed by the state/central government from time to time whichever is higher. (xii) The Bidders is responsible for insurance, EPF, ESI, Bonus, Labour welfare cess et., as applicable and shall be paid to the workmen as per existing Labour rules/ Acts/ regulations and rate quoted shall be deemed to be included for the same.(xiii) Dress Code : The bidders shall provide the workmen with Dark Blue Colour uniform {formal pant & T-shirt} with labels showing/ printed i.e. Name of the firm and designation on front and on the back of the T-shirt along with protective clothing, Industrial safety shoes, protective gears like helmet, safety belt etc..(xiv) Supervision and attending of all incoming & outgoing Solar Power Plant equipment metering equipments & monitoring to loads & other parameters of incomming & outgoing feeders & maintaining log sheet and attendance sheet. 117 INSURANCE: The Bidders shall also insure the workmen employed on the job.The Bidders shall be responsible for all Accidents/Injuries happening to the workmen. Any accident causing minor/fatal injury, partial disability due to any untoward incident or non-adherence to safety and IE regulations or fault in maintaining of internal electric supply system or on account of any mishandling/ wrong operation/ lack of knowledge of safety precautions or on account of any circumstances beyond his/ their control, the bidders shall be solely responsible for settling all claims of compensation to the deceased, falling which department will have a right to recover any sum indicated/ claimed by Labour commissioner/court authorities. No claim whatsoever will be entertained in this regard. No compensation is payable by the department on this account. Bidders shall provide first aid boxes to meet any emergency situations. 118 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for SECOND YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 18,75,076.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 119 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for THIRD YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 19,61,175.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 120 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FOURTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 20,51,671.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 121 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FIFTHYEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 21,46,848.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 122 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for SIXTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 22,46,564.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 123 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Seventh YEAR after completion of Ph-I.NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 23,51,386.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 124 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but forEight YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 24,61,315.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 125 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Ninth YEAR after completion of Ph-I.NOTE :-(a)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 25,76,917.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 126 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for TENTH YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 27,03,441.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 127 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIRST YEAR after expiry of DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum andcost of item priced upto ₹500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost. Repairs of minor components any other major components are also in the scope and cost of labour for minor / major components is deemed to be included in the quoted rate for this item.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 128 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor SECOND YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted costrepairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 129 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor THIRD YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 130 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor FORTH YEAR after DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 131 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIFTH YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM. (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d) Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 132 Prime Cost Sum. The prime cost to be used as directed by the Accepting Officer vide Condition 1 (v) and 5 of IAFW-2249 (General Condition of Contracts) forming part of the tender documents.(a) Provide a prime cost of Rs.3,00,000.00 forsupply only of spare parts required for comprehensive maintenance after expiry of DLP of Phase-I, through a BOO convened by the CWE. The spares shall procured directly from the OEMs or their aurhorised distributor/dealer as approved by GE.(b) Bidders/Contractors quoted amount shall be inclusive of his overhead and profit and including all taxes and insert amount to cover all. The Bidders/Contractors is to quote lump sum amount under Column 6 covering all the aspects mentioned here in before, representing (%) percentage under Column 9, Above/Below (+ or - denomination) the Prime Cost Sum inserted by MES under Column 5. However, the quoted amount under Column 6 shall not exceed 15% (Fifteen Percentage) of Prime Cost Sum inserted by MES under Column 5. In case, the Bidders/Contractors quoted amount is in excess of 15% of the estimated amount, the same shall be restricted to 15% (Fifteen Percentage) and the amount quoted shall be corrected accordingly to work out the contract sum. Item Continued as 70.01 133 NOTE:-Prime Cost Sum shall be governed in terms of condition 1 (v) and 5 of IAFW-2249 (General Condition of Contract) and to be regularized through Deviation Order. The following procedure shall be adopted to execute the Prime Cost Sum :-(a) Step –I Service Engineer of OEM along with site executive shall visit every month for Preventive and corrective maintenance on all the Solar Power Plant as specified in BOQ herein before, and undertake routine comprehensive maintenance and identify the list of damage / defective spare parts in Solar Power Plant. Service Engineer have to submit report to concerned Engr-in Charge and BOO before undertaking replacement/ repairs, except in case of emergency.(b) Step –II Subsequently BOO will verify the same and submit the finding to the CWE after assembly of board in terms of CA Provision for concurrence.(c) Step –III After concurrence of BOO, the Engr-in-Charge will direct the contractor and the service provider to replace the unserviceable spare parts.(d) Step –IV Serviceability certificate of Solar Power Plant duly signed by the Service Engineer, BOO findings, GST enabled purchase voucher for the replaced spare parts alongwith draft DO details shall be submitted to the GE for placing of DO’s. The advance on account shall be accompanied alongwith the said DO’s for payment.
Contract Date: Mar 17, 2026 Contract Value : 6.86 Crore
Statutory Bodies & Commissions/Committees No of Bidders 6
West Bengal View Result →
38.
Health and Family Welfare #9441600 Price Bid
Procurement Of Machinery And Equipment On Behalf Of National Health Mission-OT Table 2 Anaesthesia work station 3 Defibrillator 4 Phototherapy Unit 5 X-ray Mobile 6 X-ray Machine 500 MA 7 X-ray Machine 300 MA 8 Colour Doppler Ultrasound Machine 9 Hysteroscopy Set 10 Manual Vacuum Extractor 11 Radiant Warmer 12 CPAP 13 Mobile C-Arm Machine (Image Intensifier) 14 OT Light (Shadowless Lamp Ceiling Type Major) 15 Video Laryngoscope 16 Flash Autoclave 17 Washer Disinfector 18 Examination Treatment Light 19 Pulse Oximeter, Line Powered beside Neonatal 20 Surgical Diathermy Bipolar 21 Note :- 1. The Basic price of the goods to be quoted without GST. 2. All the prices should be quoted in Indian Rupee (INR) only. 3. The CMC should be quoted year wise without GST. 4. CMC rate and Turnkey work (if any) shall be included for determining L-1 bidder. 5. GST shall be payable as applicable from time to time. 6. Charges towards Packing & Forwarding, Inland Transportation, Insurance (local Transportation and storage) would be borne by the Supplier from warehouse to the consignee site, Loading/Unloading and other local costs incidental to delivery of the goods to their final destination as per Section-I shall also be borne by the supplier. 7. The price should be inclusive of Supply, installation, Commissioning charges. 8. L-1 will be determined item-wise on Total Basic Price of the Equipment (all inclusive) (excluding GST) + Total CMC (if any) (excluding GST) + Turnkey Work (if any) (excluding GST) for all the Items as mentioned in Section-I. 9. In case of optional accessories/items (if any), rates may quoted in separate PDF file (along with the price bid), which will not be considered for determining L-1 bidder. It is reiterated that the bidder should not submit this in the technical bid. It is certified that the cost of goods shown above, is all inclusive except GST. Signature of Authorized Signatory with Seal
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 12
Himachal Pradesh View Result →
39.
Educational and Research Institute #9414918 Technical Bid
Tender For Group Health Insurance Policy For Iit Ropar Students
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
41.
Shipping #9393563 Technical Bid
Tender For Proposed Banquet Hall And Gym At Portland Park [Civil, Plumbing And Sanitary Works].; 1 Earth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. 2 Earth work in filling in foundation trenches or plinth with good earth obtained from excavation of foundation in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be Made on the basis of the Measurement of finish quality of work). 3 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 4 Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m at ground floor level. 5 Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m -In ground floor including roof -upto 150 mm. thick 6 Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. Ground floor. 7 Polymer concrete made with water resistant bonding agent of synthetic rubber emulsion as per manufacturers specification excluding the cost of cement concrete (2.75 Kg / bag of cement).[ Payment to be made on thevolume of (1 : 1½ : 3) Concrete] 8 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 9 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth. 10 Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor. 11 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.Add extra for each additional floor over the rate for ground floor on items fromGround Floor 12 Labour for Chipping of Concrete surface before taking up plastering work. 13 Provide and lay plaster to wall, floor, and ceiling with sand & cement morterincluding rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor. 14 20 mm. thick plaster with 1:6 cement mortar. In ground Floor 15 With 1:6 cement mortar - 15 mm thick plaster 16 10 mm thick plaster (1:4) 17 Rendering the Surface of walls and ceiling with White Cement base water proof wall putty of approved make & brand.(1.5 mm thick)Ground Floor 18 Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.On Wall with Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. and Area of each tile above 0.09 Sq.m(i) Coloured decorative 19 Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laid and jointed with necessary adhesive Cement mortar (1:2) including grinding or polishing as per direction of Engineer-in -Charge in Ground Floor. Slab Thickness 20 to 25 mm. 20 Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohrs hardness > 5.0, Staining resistance:Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thicklayer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete includingthe cost of materials, labour and all other incidental charges complete true to the manufacturers specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).- In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N 21 Supplying, fitting, fixing C.I Grating (Heavy type) - Above 100 mm and upto 150 mm Square or round. 22 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety 23 Ordinary Cement concrete (mix 1:1.5:3)with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety 24 Provide and lay Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.Note: cement 0.152 Per Cum per 100 sq. Mtr. 25 Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete. - Medium (I.S.I. size 2) 26 Door stopper (Anodised aluminium) 27 Anodised aluminium decorative handle (hexagonal / fluted) of approed quality fitted and fixed complete.- 175mm plate x 12mm dia rod x 60mm hexagonal / fluted. 28 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)-Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 29 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)- 25 mm to 30 mm shuttering without staging in foundation. 30 A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity). 31 Provide and lay Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 32 Provide Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 mTor steel/Mild steel. JSW/JSPL/SHYAM/ SRMB/BMASL /ELECROSTEEL /SSL or OTHER MANUFACTURERS NOT SPECIFIED 33 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. For roof truss works -Span beyond 12 mtr and upto 20 mtr. 34 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge 35 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :(a)100X58X1.90 mm 36 (b) 75x47x1.80 mm 37 Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sandpapering etc. 38 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white 39 Applying Interior grade Acrylic Primer of approved quality and brandon plastered or cencrete surface old or new surface to receiveDistemper/ Acrylic emulsion paint including scraping and preparingthe surface throughly, complete as per manufacturers specification and as per direction of the EIC. (In Ground Floor)One Coat -Solvent based interior grade Acrylic Primer 40 Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer). : (Two coats) ii) Luxury Quality. 41 Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) - 40mm X 6mm, 125mm Length 42 Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturers specification and as per direction of the EIC.-In Ground Floor: One Coat 43 Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturers specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.In Ground floor (Two Coat) -Premium 100% Acrylic Emulsion 44 M.F. suspended ceiling made with 12.5 mm thick Gypsum plaster board including G.I. perimeter channel of 0.55 mm flush (having two flanges 20 mm and 30 mm respectively and web 27 mm ) along with perimeter of ceiling with G.I. intermediate channel of 0.9 mm thick size 45 mmx15mm placed at 750 mm c/c with G.I. ceiling angle of size 25 mmx10mmx0.55 mm thick fixed to the ceiling with G.I. Cleat and steel expansion fastener ceiling section 0.55 mm thick of size 51.50 mmx26mm fixed to the intermediate channels with the help of connecting clip and in the direction of perpendicular to the intermediate channel of 300 mm c/c 12.5 mm thick Gypsum plastered board are to be fixed under ceiling section as above by machine screws. The boards are to be joined and finished with jointing compound, paper tape and application of top coat etc. as per the direction of Engineer-in-charge. (The rate includes of cost of all materials including taxes, cost of accessories, fittings and fixtures, scaffolding and labour charges etc. complete) In ground floor 45 Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in 2nd Floor(a) 32 mm shutter, Single leaf 46 (b) 32 mm shutter, Double leaf 47 Glazed shutters of doors, windows, fan light, clerestorywindows etc. as per design (with ordinary glass of7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak woodbead and nails including fitting and fixing shutter in positionbut excluding the cost of hinges and other fittings. cost ofglass, putty, wooded beads etc.will be paid separately.In Ground Floor(ii) 35mm thick shutters.(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. 48 Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted andfixed complete.250mm x 16mm dia bolt. 49 Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. 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) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as perdirection of Engineer-in-Charge.In ground floor. 50 Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical memberand minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge. 51 Supplying, fitting and fixing in position reinforced cement polymer concrete manhole/gully pit cover with matching frame.As per I.S-12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 700 mm X 100 mmFrame: 910 mm X 185 mmopening: 560mmWeight: 245 kg (approx) 52 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.I/R/15 , P-245 53 Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5.- 60 mm thick interlocking designer concrete paver block M- 35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.)- 54 Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. 55 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & 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 & drainage and protection against fire hazard including: 56 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. 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. 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 235.00 2,949.30 Sqm. 6,93,085.50 69 69 conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 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), makingnecessary 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, T&P, 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. 57 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 Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in thegrooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. 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. up to 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 & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the 70 70 work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025. 58 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+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. (50pato 1500p) as per ASTME- 331-09 testing method for a range up to 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 59 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick,spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approvedshop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (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. 60 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin-Charge. 61 Providing and fixing of rubberized flooring should have thickness -15 mm to 20 mm of Make- Body Solid , Impulse , Stex , Aerofit etc. complete as per direction of Engineer-in - charge. 62 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).-In Roof:- With 0.5 mm thick sheet 63 Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1x1 or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials) 64 Supplying, fitting and fixing bib cock or stop cock. 65 (a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). 66 (b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar 67 (b ) (ii) Chromium plated Concealed Stop Cock(Equvalent to code No. 514 (A)& Model - Tropical / sumphing special of ESSCO or similar brand. 68 (d ) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). 69 Supply, fit & fix approved brand PVC waste pipe with PVC coupling at one end fitted with necessary clamp – 32 mm dia 70 (c) 900 mm long. 71 Supplying, fitting and fixing PTMT overhead shower of approved brand and make (Prayag or equivalent) -75 mm round. 72 Supplying, fitting & fixing 10 litres PVC low down cistern conforming to IS specification with PVC fittings complete CI brackets including two coats of painting to brackets etc. 73 Renewing high pressure polythene ballcock of approved quality with polythene ball and aluminium lever complete for pipe of dia.: 74 (b) 15mm dia. 75 Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. 550mmx400mm size.-White in colour 76 Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets-530 mm X 430 mm x 180 mm. 77 Supplying, fitting & fixing Cast Iron P or STrap conforming to IS 3989/1970 and 1729/1964 including lead caulked joints and painting two coats to the exposed surface (painting to be paid separately)without AS horn -100 mm dia. “P” Trap. 78 Supplying, fitting and fixing E.W.C. in glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc-with P trap. White in colour. 79 Supplying, fitting and fixing PTMT Smart Shelf of approved make of size 300 mm. 80 Supplyingfitting & fixing liquid soop container fibre glass. 81 Supply, fit & fix best quality Indian make mirror 5.5 mm. Thick with silvering as per ISI specifications supported on fibre glass frame of any colour frames size 550 mm x 400 mm. 82 Supplying, fitting and fixing flat back urinal( half stall urinal) in white vitreous china ware of approved make in position with brass screw on 75 mm x 75 mm x 75 mm wooden blocks complete.470 mm X 280 mm X 340 mm. 83 Supplying, fitting and fixing Squatting plate with integral flushing in white vitreous chinaware of approved make in cement concrete (1:3:6) with jhama chips complete. (Payment of concrete will be paid separately)-450 mm X 350 mm. 84 Supply, fit & fix closet seat of approved make with lid and C.P. hinges rubber buffer and brass screw EPWC.Plastic (hollow type) white. 85 Supply, fit & fix 32 mm dia polythene flush pipe of approved make with necessary fixing materials and clamps complete. 86 3 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 450 mm X 50 mmFrame: 540 mm X 100 mmopening: 370mmWeight: 46 kg (approx) 87 Labour for hoisting plastic water storage tank -upto 1500 litre capacity. 88 Upto 1st story from G.L. 89 Labour for punching hole in plastic water storage tank upto 50 mm dia. 90 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer1500 litre capacity 91 Supplying, fitting and fixing C.I. round grating. 100mm. dia. 92 Supply of UPVC pipes (B Type)& fittings conforming to IS-13592-1992 93 (A) (i)Single Socketed 3 Meter Length 94 110 mm 95 Fittings.Plain Tee 110mm. 96 Door Tee 110mm. 97 Bend 450 110mm. 98 Bend 87.50110mm. 99 Vent Cowl. 110mm. 100 Pipe Clip.110mm. 101 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materialsetc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. Above G.L. 110 mm dia 102 Hand Shower(Health Faucet) with 1mtr Fexible Tube with WallHook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar). 103 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80(medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(A) 104 15mm dia 105 20 mm dia 106 25 mm dia 107 40 mm dia 108 Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes& fittings conforming to IS-15778: 2007 109 15 mm 110 20mm 111 25mm 112 40mm 113 50mm 114 Supplying, fitting and fixing towel ring square with round flange (Code ACN*CHR*1121N), jaquar make or equivalent. 115 Supplying, fitting and fixing soap dish holder (110mm dia and 58mm deep) [Code ACN*CHR*1131N], jaquar make or equivalent. 116 Supplying & laying Double wall Corrugated (with external annular corrugation and smooth internal walls ) High Density Polytthelene Pipes conforming to I.S 16098 (Part-II ) 2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm and Impact Resistance TIR value not more than 10% including necessary jointing materials for non-pressure underground Drainage ,Sewarage & cross drainage application 117 150 mm dia.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 4
West Bengal View Result →
42.
Agriculture #9393200 Technical Bid
Tender For Renovation Of Visiting Officers Flat In Nabard Officers Quarters; 1 REPAIRCIVILWORK OF NABARD OFFICERS QUARTER 2 Dismantling & Providing,supplying & applying cement plaster in line & level at all height with cement mortar 1:5 (1 cement : 5 sand) to walls,beams, columns, ceiling, moulds, patta, grooves etc. including scaffolding, curing ,finishing smooth and chipping the concrete at all levels incuding cost of all materials, transportation,lift,loading,unloading curing, labour,tools and plants,taxes,duties,levies,octori,royalties etc. complete as per direction of Engineer -in-charge.Approved make - (Ultratech,Dlamia or equivalent) 3 Chipping/dismantaling & Providing, layingof1st quality Vitrified tile confirming to IS-15622 specifications of approved quality of size, shape and thickness on floors, skirtings, at all location including necessary mortar bedding backing/necessary fixing material. Close jointed & grouted with proper matching groutwhere necessary finished with flush pointing with Fix-A Tile (Sika/Pedelite/Rouf) & with epoxy based water proof grout to match the shades of the tiles etc, fixing of granite at all door sill, finished to line, level, plumb etc. as required, including cutting of stone slab, wastage making cut outs wherever required machine/hand polishing. Item including cost of all materials,labours & royalties, conveyance ,loading and unloading ,sundries ,T & P etc .complete as per the specification & direction of Engineer-in-charge. The size of tile to be (600x600 mm). The cost to be inclusive of cutting the existing door and repairing as required to make good and fit finish as required. (Approved Make- Kajaria/Somany/Simpolo/Rak and equivalent) 4 Chipping/dismantling & Providing, laying of 1st quality Antiskid floor tile of specified size of required thickness of approvedmake confirming to IS-15622 specifications in floor, skirtings over proper cement slurry/necessary fixing material and epoxy based water proof adhesive to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc. Including finishing the joints with epoxy based water proofing grout to match the color and shade of tiles complete as per the design & drawing with cost of all materials, labour, conveyance T&P etc. All complete as per the direction of Engineer -in-charge. (Approved Make- Kajaria/Somany/Simpolo/Rak and equivalent) 5 Painting two coats of synthetic enamel paint as per approved shade of approved quality over a coat of primer, sand papering, polishing the surface including cost, conveyance,materials, labour, T&P, scaffolding etc. as required for the work complete as per direction of Engineer-in-charge. (Approved Make- Asian,Berger, Indigo and equivalent) 6 Scrapping,Providing and applying 1st Quality emulsion (water based 100% acrylic) or approved equivalent grade interior paint to all type of smooth plasters, concrete, ceilings etc surface. The surface to be painted shall be made free from any loose paint, dust, grease and any fungus, algae or moss, on it shall got be removed thoroughly by vigorous wire brushing and cleaning with water. Then two coats of wall putty white Wallcare Putty and one coat interior grade wall primer be applied after which any surface imperfection such as holes, dents, fine cracks shall be corrected by filling with synthetic grade putty. Thereafter sand the surface with emery paper 180 and wipe clean and apply second coat of interior grade primer and again surface imperfection to be corrected and again surface imperfection to be corrected. Thereafter again sand the surface with emery paper 320 and wipe clean and then apply the premium emulsion in two coats. The color and pattern/ color combination of the paint shall be got approved from Engineer-in-charge/ Nabard Officials. The rate includes cost of all materials, labour, scaffolding, ladders charges, storing & safeguarding the labour in all heights. Contractor has to take all risk insurance policy from reputed insurance agency before commencement of work, contractor has to provide all precautions’ and arrange safety belts, helmets to all working labours at site. (Approved Make-:Asian Royale, Berger Silk ,Indigo Platinum or Equivalent). 7 Dismantaling, providing and fixing UPVC window size (2 feet X 3 feet) for each bathroom with factory made uPVC white/colour frame with following fittings as per design approved by NABARD which includes- Patterned opaque fibre glass of different sizes, Exhaust fan with louver, Patterned slanting fibre glass and all respective fittings with upvc frame as per direction of NABARD Representative. The design to be approved by NABARD. The price to be inclusive of cementing, grouting, etc as per the site requirement. (Approved Make - Veka or Equivalent). 8 Dismantling of existing W.B and Providing, fixing testing and commissioning of required size cabinet wash basin with installed brackets, 15mm pillar cock, 15 mm dia- 450 mm long PVC connection pipe, 32mm dia CP waste coupling, 32mm dia PVC waste pipe. The works shall include cutting and making good the walls & floors. (Approved Make:- Kohler,Parryware, Cera, Hindware, Jaquar and equivalent) 9 Providing and fixing beveled required size of edge design mirror with light and required electrical connection 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. (Approved Make:- Saint Gobain and equivalent). 10 Providing & fixing of labour, materials for wash basin wardrobe cabinet unit (3x7)using superior quality wpc material and granite topping with glossy finish with all required hardware fittings and fixings as per direction of NABARD representative. 11 Providing and fixing of 1st quality Glass shelf for wash basin as per direction of NABARD representative with all fittings complete. 12 Providing and fixing design 100mm Overhead shower with wall flangeand all required fittings ofmake complete as per direction of NABARD representative. (Approved Make - Kohler Or equivalent.) 13 Providing & fixing of 4 layer stainless steel silver cloth drying pulley ceiling hanger at balcony And Utility area for cloth drying as per direction of NABARD representative . The rate also includes the fittings/erection machinery/equipment, temporary supporting structures and members required for erection etcto give a neat and clean appearance and safety aspect. 14 Providing and fixing round polished 304 grade glossy stainless steel curtain rodof jsw make with rod knobs fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete. 15 Providing and fixing design decorative brackets fixed both side of the curtain rod with necessary fittings and complete as per direction of NABARD representative . 16 Providing & fixing in position superior quality of POP or gypsum Ceiling cornice corner design mould and all side edge design mould and also POP or gypsum mould Fan ring of approved manufacture including all fittings and fixings etc. complete as per direction of Engineer -in-charge including cost of all materials, labour T & P Transportation, Taxes and scaffoldingetc. complete. 17 POP or gypsum Ceiling cornice corner design mould 18 POP or gypsum Ceiling all side edge design mould 19 POP or gypsum mould Fan ring 20 Supply and installation of 10 amp modular type switch and 10 amp modular socket(2/3pin) 4 nos withshutter on factory fabricated modular PVC box installed inmanner with modular plate cover with all required necessary accessories,connection & testing etc as per site requirement and as directed. 10 Amps. Separate board with 1 switch 1 sockets(Approved make:- Schneider/ Havells/ Legrand/ Wipro/ Goldmedal & equivalent) 21 Wiring to light points with 2 runs of 1.5 sq mm PVC insulated, 1100V grade, FRLS, multi stranded, copper wire drawn in suitable size, 2 mm thick PVC pipe (heavy duty), with all accessories i.e. bends, JB’s etc laid in concealed manner on wall along with 1 run of 1.5 sq.mm PVC insulated, 1100V grade, FRLS, multi strand, copper wire for earthling and complete in all respect including with use of modular type switches, ceiling roses, angle holders, M.S cover, in concealed manner as mentioned below & making good to the damages caused and as per the direction of the Engineer-in charge. The work includes supplying of PVC pipe (heavy duty), JB’s, elbows, bends, wires, switches, switch boards etc. all complete as per directions of EIC. (Approved make:- RR / Polycab / Syska / Finolex / Plaza & equivalent) 22 Recessed wiring with (2x2.5+1x1.5 sq)mm2 PVC single core copper wire 100mm PVC heavy-duty Cable trunking from light distributing board to switch board and complete with all accessories, T&P and as directed by the engineer-in-charge. (Approved make:- RR / Polycab / Syska / Finolex / Plaza & equivalent) 23 Recessed wiring with (2x4.0+1x1.o sq)mm2 PVC single core copper wire 100mm PVC heavy-duty Cable trunking from light distributing board to switch board and complete with all accessories, T&P and as directed by the engineer-in-charge (Approved make:- RR / Polycab / Syska / Finolex / Plaza & equivalent) 24 Recessed wiring with (4x6.0+1x2.5)mm2 PVC single core copper wire 100mm PVC heavy-duty from light distribution board to switch board and complete with all accessories, T&P and as directed by the engineer-in-charge.(Approved make:- RR / Polycab / Syska / Finolex / Plaza & equivalent) 25 Fan point controlled by 6A switch & socket type step up regulator modular (5 steps humming free) (Approved make:- Schneider/ Havells/ Crabtree/ Wipro & equivalent) 26 All sockets of 6A, 2/3 pin socket modular with switch on same board. (Approved make:- Schneider/ Havells/ Crabtree/ Wipro & equivalent) 27 Supply installation testing AC distribution board with 1 no. DOL Stator,1 no 32 Amp DP MCB Box for AC.(Approved make:- Schneider/ Havells/ Legrand/ Wipro & equivalent) 28 Supply installation of AC out put Board and Geyser with 20 Amp industrial Socket MCB Legrand make and necessary size board and cover.(Approved make:- Schneider/ Havells/ Legrand/ Wipro & equivalent) 29 Supply and fixing of 12way double door MCB DB having 63amp DP mcb as incomer with 10 nos 10-32 SP mcb as out goings with all necessary connection in concealed manner. (Approved make:- Schneider/ Havells/ Legrand/ Wipro & equivalent) 30 Providing and fixing of celling fan with all necessary connection. ( Approve make- Havells OR Equivalent) 31 Providing, fixing new single piece white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level , including flush pipe, with 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 (Approved Make:- Parryware, Cera, Hindware, Kohler and equivalent) 32 Dismantling of existing W.B and Providing, fixing testing and commissioning of required size half pedestral wash basin with installed brackets, 15mm pillar cock, 15 mm dia- 450 mm long PVC connection pipe, 32mm dia CP waste coupling, 32mm dia PVC waste pipe. The works shall include cutting and making good the walls & floors. (Approved Make:- Parryware, Cera, Hindware, Kohler and equivalent) 33 Providing and fixing beveled required size of edge design 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.(one in all toilets and one in doctors cabine,dinning)(Approved Make:- Saint Gobain and equivalent) 34 Providing and fixing of 1st Glass shelf for wash basin as per direction of NABARD representative with all fittings complete. 35 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. (Approved Make - Supreme, oriplast,Astral OR Equivalent). 36 15 mm nominal dia CPVC Pipes 37 20 mm nominal dia CPVC Pipes 38 25 mm nominal dia CPVC Pipes 39 Providing and fixing C.P Twin Bib cock with wall flange of approved quality(Approved make-Kohler or equivalent). 40 Providing, fixing and testing and commissioning of CP Health Faucet with approved quality(Approved make-Kohler or equivalent). 41 Providing and fixing Diverter with wall mounted spout with wall flange with approved quality(Approved make-Kohler or equivalent). 42 Providing and fixing C.P Angle cock with wall flange with approved quality(Approved make-Kohler or equivalent). 43 Providing and fixing 100mm Overhead showerwith wall flange with approved quality(Approved make-Kohler or equivalent). 44 Providing and fixing C.P. brass toilet paper holder with wall flange with approved quality(Approved make-Kohler or equivalent). 45 Providing and fixing high quality 100 mm sand cast Iron grating for gully with approved make. 46 Providing and fixing Polytetra methylene terephthalate(PTMT) liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. (Approved make-Kohler or equivalent). 47 Providing and fixing PTMT towel rail 600 mm long with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lesscomplete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (Approved make-Kohler or equivalent). 48 Providing, fixing and testing superior PTMT towel ring with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour (Approved make-Kohler or equivalent).
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 6
43.
Public Administrative Department #9361736 Technical Bid
Repairing And maintenance Of Electrical Machine And Equipment At Pimpaldoh Jackwell And Water Treatment Plant And Toilets Under Mmrda Under Water Supply And Health Department As Well Garden And Regarding Publication Of Annual E-Tenders.- 1 Reparing of 100 HP VHS type Motor 2 Removing and Dismaintling of 100 HP VHS type Motor with allied equipments etc complete 3 Complete rewinding of motor with quality copper wire F class insulation including heating, varnishing, backing and skilled labour charges etc complete with testing of site of work . 4 Supply of Following spares for above pumpset 5 Rotor balancing 6 Cooling fan 7 best quality grease Ap3 8 140 No. bearing oil 9 Motor top bearing 10 Motor bottom bearing 11 Motor bottom / top Shaft welding turning 12 Oil seal 13 best quality grease Ap3 14 140 No. bearing oil 15 Motor top bearing 16 Motor bottom bearing 17 Motor bottom / top Shaft welding turning 18 Oil seal 19 Motor lock rathet check lock key complete bushing S.S & etc. 20 Brass pipe & Nipple etc complete 21 Terminal plate 22 Brass Lugs 23 Motor housing cover top 24 Motor housing cover bottom 25 Bearing checknut 26 Cerclip 27 Bearing Cap 28 Transportation of motor with loading and unloading by crane with too and fromsite etc complete 29 Erection and assembling of 100 HP VHS type motor with allied equipments etc complete . 30 Repairing of 100 HP V.T Pumpset. 31 Removing and Dismaintling of 100 HP V.T pump set with allied equipments etc complete 32 Repairing of vertical Turbine pump with turning, grinding and polishing of bowl assembly and required spares with skilled labour charges etc. complete 33 Supply of Following spares for above pumpset 34 Stuffing box bushing bronze 35 Gland sleeve S.S. 36 Rubber Bush 37 Ratchet as per sample 38 Neck ring bronze 39 Bowl bush 40 Bowl turning and surface counter and top 41 Impeller 42 Impeller collect 43 Impeller turning 44 Impeller balancing 45 Top shaft S.S 46 Column pipe EN - 8 47 Column shaft 48 Shaft sleeve 49 Special strengthen Heavy Duty nut bolts for total pump set 50 Rubber Packing 51 Pump Foundation plate surfacing and Finishing etc. complete 52 Column pipe repair with welding of ribs to MS Flange with machining etc 53 coupling Socket 54 Spyder 55 Spyder rubber 56 pump Shaft 57 Complete servicing of 100 HP V.T motor with checking insulation winding, varnishing and rotor balancing etc complete . 58 Transportation of V.T Pumpsetwith loading and unloading by crane with too and from site etc complete 59 Erection and assembling of 100 HP V.T Pumpset with bowl assembly, discharge head, coloumn pipe, line shaft with allied equipments etc complete . 60 Reparing of 120 HP VHS type Motor 61 Removing and Dismaintling of 120 HP VHS type Motor with allied equipments etc complete 62 Complete rewinding of motor with quality copper wire F class insulation including heating, varnishing, backing and skilled labour charges etc complete with testing of site of work . 63 Supply of Following spares for above pumpset 64 Rotor balancing 65 Cooling fan 66 best quality grease Ap3 67 140 No. bearing oil 68 Motor top bearing 69 Motor bottom bearing 70 Motor bottom / top Shaft welding turning 71 Oil seal 72 Motor lock rathet check lock key complete bushing S.S & etc. 73 Brass pipe & Nipple etc complete 74 Terminal 75 Brass Lugs 76 Motor housing cover top 77 Motor housing cover bottom 78 Bearing checknut 79 Cerclip 80 bearing Cap 81 Transportation of motor with loading and unloading by crane with too and fromsite etc complete 82 Erection and assembling of 120 HP VHS type motor with allied equipments etc complete . 83 Repairing of 120 HP V.T Pumpset 84 Removing and Dismaintling of 120 HP V.T pump set with allied equipments etc complete 85 Repairing of vertical Turbine pump with turning, grinding and polishing of bowl assembly and required spares with skilled labour charges etc. complete 86 Supply of Following spares for above pumpset 87 Stuffing box bushing bronze 88 Gland sleeve S.S. 89 Rubber Bush 90 Ratchet as per sample 91 Neck ring bronze 92 Bowl bush 93 Bowl turning and surface counter and top 94 Impeller 95 Impeller collect 96 Impeller turning 97 Impeller balancing 98 Top shaft S.S 99 Column pipe EN - 8 100 Column shaft 101 Shaft sleeve 102 Special strengthen Heavy Duty nut bolts for total pump set 103 Rubber Packing 104 Pump Foundation plate surfacing and Finishing etc. complete 105 Column pipe repair with welding of ribs to MS Flange with machining etc 106 coupling Socket 107 Spyder 108 Spyder rubber 109 Pump Shaft 110 Complete servicing of 120 HP V.T motor with checking insulation winding, varnishing and rotor balancing etc complete . 111 Transportation of V.T Pumpsetwith loading and unloading by crane with too and from site etc complete 112 Erection and assembling of 120 HP V.T Pumpset with bowl assembly, discharge head, coloumn pipe, line shaft with allied equipments etc complete . 113 Reparing of 75 HP VHS type Motor 114 Removing and Dismaintling of 75 HP VHS type Motor with allied equipments etc complete 115 Complete rewinding of motor with quality copper wire F class insulation including heating, varnishing, backing and skilled labour charges etc complete with testing of site of work . 116 Supply of Following spares for above pumpset 117 Rotor balancing 118 Cooling fan 119 best quality grease Ap3 120 Motor top bearing 121 Motor bottom bearing 122 Motor bottom / top Shaft welding turning 123 Oil seal 124 Terminal plate 125 Brass Lugs 126 Motor housing cover top 127 Motor housing cover bottom 128 Bearing checknut 129 Cerclip 130 Bearing Cap 131 Transportation of motor with loading and unloading by crane with too and fromsite etc complete 132 Erection and assembling of 75HP VHS type motor with allied equipments etc complete . 133 Repairing of 75 HPPumpset. 134 Removing and Dismaintling of 75 HP V.T pump set with allied equipments etc complete 135 Supply of Following spares for above pumpset 136 Gland sleeve S.S. 137 Brass Bush 138 Neck ring bronze 139 Impeller 140 Impeller checknut 141 Impeller turning 142 Impeller balancing 143 Shaft sleeve 144 Special strengthen Heavy Duty nut bolts for total pump set 145 Rubber Packing 146 Pump Foundation plate surfacing and Finishing etc. complete 147 coupling rubber 148 Pump Shaft 149 Pump Bearing frontside 150 Pump Bearing backside 151 Pump Cover slive front 152 Pump Cover Slive back 153 Gland cap 154 Bearing Checknut 155 Transportation of V.T Pumpsetwith loading and unloading by crane with too and from site etc complete 156 Erection and assembling of 75 HP V.T Pumpset with bowl assembly, discharge head, coloumn pipe, line shaft with allied equipments etc complete . 157 Repairing work for 5 HP Submersible Motor pump set 158 Dismantaling & Erection of 5 H P SubmersiblePump set with Impeller & transportation from site to workshop & return etc 159 Rewinding of submersible Motor pump with required following spares with skilled labour charge etc 160 a) Rotter balancing 161 b) Motor Bush top 162 c) Motor Bush bottom 163 d)Thrust plate Top & Bottom 164 e) Pump Shaft sleeve S/S 165 f) Pump Shaft sleeve S/SNew 166 g) Pump Shaft Balance 167 h) pump Impeller 168 i) Impeller Neck Ring 169 j) Impeller Balance 170 l) oil seal & cap 171 m) pump diffuser 172 n) coupling Bush 173 Repairing work for 7.5 HP Submersible Motor pump set 174 Dismantaling & Erection of 7.5 H P SubmersiblePump set with Impeller & transportation from site to workshop & return etc 175 Rewinding of submersible Motor pump with required following spares with skilled labour charge etc 176 a) Rotter balancing 177 b) Motor Bush top 178 c) Motor Bush bottom 179 d)Thrust plate Top & Bottom 180 e) Pump Shaft sleeve S/S 181 f) Pump Shaft sleeve S/SNew 182 g) Pump Shaft Balance 183 h) pump Impeller 184 i) Impeller Neck Ring 185 j) Impeller Balance 186 l) oil seal & cap 187 m) pump diffuser 188 n) coupling Bush 189 Repairing work for 20 HP Submersible Motor pump set 190 Dismantaling & Erection of 20 H P SubmersiblePump set with Impeller & transportation from site to workshop & return etc 191 Rewinding of submersible Motor pump with required following spares with skilled labour charge etc 192 a) Rotter balancing 193 b) Motor Bush top 194 c) Motor Bush bottom 195 d)Thrust plate Top & Bottom 196 e) Pump Shaft sleeve S/S 197 f) Pump Shaft sleeve S/SNew 198 g) Pump Shaft Balance 199 h) pump Impeller 200 i) Impeller Neck Ring 201 j) Impeller Balance 202 l) oil seal & cap 203 m) pump diffuser 204 n) coupling Bush 205 Repairing work for 5HPCentrifugal Motor pump set 206 Complete rewinding ofCentrifugal motor & Pump with quality copper F Clamp insulation including Air drying , varnishing , backing 7 skilled labaor charge 207 a) Motor Cooling Fan 208 b)Rotter Balancing 209 c) Best Quality grease AP 3 210 d) Motor Top bearing 211 e) Motor Bottom bearing 212 f) Motor top and bottom bushing turning oil seal 213 g) Oil Seal 214 h) Motor lock ratchet check nut lock key 215 i) Bearing check - nut 216 j) Motor housing Cover Top 217 k) Motor housing Cover Bottom 218 l) Motor cannection plate 219 m)Implier 220 n)Gland bush 221 o)Gland Cap 222 p) Motor cannection lugs 223 Repairing work for 7.5HPCentrifugal Motor pump set 224 Complete rewinding ofCentrifugal motor & Pump with quality copper F Clamp insulation including Air drying , varnishing , backing 7 skilled labaor charge 225 a) Motor Cooling Fan 226 b)Rotter Balancing 227 c) Best Quality grease AP 3 228 d) Motor Top bearing 229 e) Motor Bottom bearing 230 f) Motor top and bottom bushing turning oil seal 231 g) Oil Seal 232 h) Motor lock ratchet check nut lock key 233 i) Bearing check - nut 234 j) Motor housing Cover Top 235 k) Motor housing Cover Bottom 236 l) Motor cannection plate 237 m)Implier 238 n)Gland bush 239 o)Gland Cap 240 p) Motor cannection lugs 241 Repairing work for 15HP VHS Motor 242 Complete rewinding ofCentrifugal motor & Pump with quality copper F Clamp insulation including Air drying , varnishing , backing 7 skilled labaor charge 243 a) Motor Cooling Fan 244 b)Rotter Balancing 245 c) Best Quality grease AP 3 246 d) Bearing Cap 247 e) Motor Top bearing 248 f) Motor Bottom bearing 249 g) Motor top and bottom Shaft Welding Turning 250 h) Oil Seal 251 i) Bearing check - nut 252 j) Motor housing Cover Top 253 k) Motor housing Cover Bottom 254 l) Motor cannection plate 255 m) Motor cannection lugs 256 Repairing work for 3 HPVHS Motor 257 Complete rewinding ofCentrifugal motor & Pump with quality copper F Clamp insulation including Air drying , varnishing , backing 7 skilled labaor charge 258 a) Motor Cooling Fan 259 b)Rotter Balancing 260 c) Best Quality grease AP 3 261 d) Bearing Cap 262 e) Motor Top bearing 263 f) Motor Bottom bearing 264 g) Motor top and bottom Shaft Welding Turning 265 h) Oil Seal 266 i) Bearing check - nut 267 j) Motor housing Cover Top 268 k) Motor housing Cover Bottom 269 l) Motor cannection plate 270 m) Motor cannection lugs 271 Repairing work for 2 HP VHS Motor 272 Complete rewinding ofCentrifugal motor & Pump with quality copper F Clamp insulation including Air drying , varnishing , backing 7 skilled labaor charge 273 a) Motor Cooling Fan 274 b)Rotter Balancing 275 c) Best Quality grease AP 3 276 d) Bearing Cap 277 e) Motor Top bearing 278 f) Motor Bottom bearing 279 g) Motor top and bottom Shaft Welding Turning 280 h) Oil Seal 281 i) Bearing check - nut 282 j) Motor housing Cover Top 283 k) Motor housing Cover Bottom 284 l) Motor cannection plate 285 m) Motor cannection lugs 286 All Starter & bearing 287 Reparing of 100 H.P. Air Brake M.E.I. make A.T.S. starter 288 Auto transfer rewinding 289 M.E.I. starter finger 290 i) Long size finger 291 ii) Short size finger 292 iii) Medal halfrounded finger 293 Starter contact bar with remove finger 294 Starter novolt coil 295 Starter disput oil 296 Transformer oil per liter 297 100 H.P.Automatic star delta starter 298 Providing & Fitting main contract set 6 ml L&T make 299 6 ML spair kit L & T make 300 Providing & fitting contact set 4 ML L & T make 301 4 ML spair kit L & T make 302 Starter Novold coil 303 Timer coil 304 150 AMP Realy 305 HRC Fuse set unit 306 Contractor legeover swich 307 Automatic starter Internal wiring 308 Main Panal Board 309 625 AMP Main switch make ISI mark 310 625 AMP Changeover switch ISI mark 311 400 AMP main switch ISI mark H.R.C. 312 625 AMP main switch H.R.C. fuse ISI mark 313 200 AMP main switch H.R.C.fuse ISI mark 314 3 Core 50 sqmm copper cabal ISI mark 315 3 Core 70 sqmm copper cabal ISI mark 316 ½ Core 300 sqmm alumunimum cabal ISI mark 317 3 Core 25 sqmm copper special by submericibel cabal ISI mark 318 Amp Meter 300 AMP 319 Volt Meter 440 Volts 320 indicating lamp 321 320 KVA DG Set 322 Servicing charges 323 K oil per liter 324 L.O. Filter Cartridge 325 Fual Filter cartridge 326 Pre fuel filter with O ring 327 Air cleaner element primary 328 Air cleaner element safety 329 K ADD Per liter 330 K Cool Super per liter 331 180 Amp D.G. Battery 332 Boss pump 333 315 KVA Transfer servicing Include, bush, rubber packing, oilsil & gasket paper 334 315 KVA Transfer oil filtration per liter 335 315 KVA Transfer New oil per liter 336 125 KVA DG Set 337 Servicing charges 338 K oil per liter 339 L.O Fitter Cartridge 340 Fual Filter carriage 341 Pre fual filter with O ring 342 Air cleaner element primary 343 Air cleaner element safety 344 K ADD Per Ltr 345 K Cool Duper Per Ltr 346 Rubber mating per miter 347 150 A M P D G Battery 348 125 KVA DGAVR replacement 349 125 KVA DGBox pump servicing 350 125 KVA DGBox pump reparing 351 Boss pump 352 500 KVA DG Set 353 Servicing charges 354 K oil per liter 355 L.O. Filter Cartridge 356 Fual Filter cartridge 357 Pre fuel filter with O ring 358 Air cleaner element primary 359 Air cleaner element safety 360 K ADD Per liter 361 K Cool Super per liter 362 200 Amp D.G. Battery 363 Boss pump 364 500 KVA Transfer servicing Include, bush, rubber packing, oilsil & gasket paper 365 500 KVA Transfer oil filtration per liter 366 500 KVA Transfer New oil per liter 367 Providing & fixing a new cable 368 3.5 Core 300sq mm Aluminum cable per mtr. ISI mark 369 3 Core 120sq mm Aluminum cable per mtr. ISI mark 370 3 Core 70sq mm Copper cable per mtr. ISI mark 371 3 Core 35sq mm Copper Special submerecible cable per mtr. ISI mark 372 3 Core 25sq mm Copper Special submerecible cable per mtr. ISI mark 373 Wire 2.5 sqmm 374 3.5 core 16 sq mm copper cabal per miter ISImark 375 3 core 10 sq mm copper cabal per miter ISI mark 376 3 core 2.5 sq mm copper cabal per miter ISI mark 377 3 core 4sq mm copper cabal per miter ISI mark 378 3 core 6 sq mm copper cabal per miter ISI mark 379 3 core 10 sq mm copper cabal per miter ISI mark 380 Ball bearing replacement of motor and pump S.K.F. make 381 1) 6305 382 2) 6306 383 3) 6307 384 4) 6308 385 5) 6309 386 6) 6310 387 7) 6311 388 8) 6312 389 9) 6313 390 10) 6314 391 11) 6314 N Roller 392 12) 6204 393 13) 6205 394 14) 6206 395 15) 6207 396 16) 6208 397 Repairs of star/delta starter 398 15 H.P. 399 7.5H P 400 5 H.P. 401 20 H.P. 402 Per star delta starter with contract 403 Starter relay 404 Novold coil 405 Star Delta starter contact speak kit 406 Repairs of DOL starter 407 1 H.P. 408 5 H.P. 409 7.5 H.P. 410 Per DOL starter with contract 411 starter realy 412 Novold coil 413 DOL Starter contact speak kit 414 New Dol starter 415 1H.P. 416 5 H.P. 417 7.5 H.P. 418 New star Detta Starter 419 20 H.P. 420 15 H.P 421 HRC Fuse 422 60 Amp 423 80 Amp 424 100 Amp 425 125 Amp 426 150 Amp 427 200 Amp 428 Starter Contactor 429 L&T make MNX 9 430 L&T make MNX 12 431 L&T make MNX 16 432 L&T make MNX 18 433 L&T make MNX 25 434 L&T make MNX 32 435 L&T make MNX 40 436 L&T make MNX 140 437 L&T make MNX 185 438 L&TMNX32 240V 439 SIEMENS - 3TF51 440 SIEMENS - 3TF53 441 L&T SDF FR-3 FN 200A TPN IN SS Enclosur 442 L&T MNX-A2 ADD ON Block 1NO+1NC 443 StardeltaTimer 444 220 volts 445 Time Switch Timer 446 Overload Relay 447 Relay Range 3 to 5 Amp 448 Relay Range 24 to 40 Amp 449 Providing and fixing at main switch 3 phase 450 25 AMP 415 Volt mark 451 32 AMP 415 Volt ISI mark 452 40 AMP 415 Volt ISI mark 453 63 AMP 415 Volt ISI mark 454 125 AMP 415 Volt ISI mark 455 200 AMP 415 Volt ISI mark 456 Changeover Switch 457 125 Amp 458 315 Amp 459 400 Amp 460 0.5 HP Openwell Submersible Pumpset Repair 461 Panel board repair. 462 Replacing the cable. 463 Installation of new panels. 464 Winding the motor. 465 Replacement of motor and pump bush 466 Replacing the bearing. 467 Servicing the entire pumpset. 468 Replacement of motor body. 469 Repair of 1 HP Openwell Submersible Pumpset. 470 Panel board repair. (1hp) 471 Replacing the cable. (1hp) 472 Installation of new panels. (1hp) 473 Winding the motor. (1hp) 474 Replacement of motor and pump bush (1hp) 475 Replacing the bearing. (1hp) 476 Servicing the entire pumpset. (1hp) 477 Replacement of motor body. (1hp) 478 Tubewell Submersible Pumpset Repair. 479 Panel board repair.. 480 Replacing the cable.. 481 Installation of new panels.. 482 Winding the motor.. 483 Replacement of motor and pump bush. 484 Replacing the bearing.. 485 Servicing the entire pumpset.. 486 Replacement of motor body.. 487 Supply of new complete pumpset panel with wires. 488 0.5 HP Openwell Submersible Pumpset 489 1 HP Openwell Submersible Pumpset 490 1 H.P. Tubewell Submersible Pumpset. 491 MCB 492 25 AMP 415 Volt mark 493 32 AMP 415 Volt ISI mark 494 40 AMP 415 Volt ISI mark 495 63 AMP 415 Volt ISI mark 496 125 AMP 415 Volt ISI mark 497 200 AMP 415 Volt ISI mark 498 FOOT VALVE 499 150 MM 500 200 MM 501 Gland Rassi 502 12 MM 503 14MM 504 16 MM 505 18 MM 506 M.S. Pipe Jointing 507 Raising Main 508 Jackwell Cleaning 509 Providing double flange sluice valve confirming for IS- 14846 including worn geararrangements as per test pressure, stainlesssteel spindle, caps, including inspectioncharges, transportation upto departmentalstore, unloading, stacking excluding GSTlevied by GOI & GOM in all respect etc.complete. - PN - 1.6 510 50MM 511 65 MM 512 80 MM 513 100 MM 514 125 MM 515 150 MM 516 200 MM 517 250 MM 518 300 MM 519 350 MM 520 400 MM 521 450 MM 522 500 MM 523 600 MM 524 700 MM 525 Lowering, laying and jointing in positionfollowing C.I.D/F Reflex valves, Butterflyvalves and Sluice valves including cost of alllabour jointing material, including nut bolts andgiving satisfactory hydraulic testing etc.complete. 526 50MM 527 65 MM 528 80 MM 529 100 MM 530 125 MM 531 150 MM 532 200 MM 533 250 MM 534 300 MM 535 350 MM 536 400 MM 537 450 MM 538 500 MM 539 600 MM 540 700 MM 541 Providing and supplying ISI mark CI D/F refluxvalves (non-return valves ) of following diaincluding railway freight, inspection charges,unloading from railway wagon, loading intotruck, transportation upto departmental stores,unloading, stacking excluding GST levied byGOI & GOM in all respect etc. complete. 542 50MM 543 65 MM 544 80 MM 545 100 MM 546 125 MM 547 150 MM 548 200 MM 549 250 MM 550 300 MM 551 350 MM 552 400 MM 553 450 MM 554 500 MM 555 600 MM 556 700 MM 557 Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to formpipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). A) M.S.PIPES (Dia of Pipe 219.10 mm(O.D.) Thickness of pipe : 558 4.8 mm 559 5.6 mm 560 6.4 mm 561 7.0 mm 562 7.9 mm 563 8.2 mm 564 8.7 mm 565 9.5 mm 566 B) M.S.PIPES (Dia of Pipe 273.10 mm(O.D.)Thickness of pipe : 567 4.8 mm 568 5.6 mm 569 6.4 mm 570 7.2 mm 571 7.8 mm 572 8.7 mm 573 9.3 mm 574 C) M.S.PIPES (Dia of Pipe 323.90 mm(O.D.)Thickness of pipe : 575 5.6 mm 576 6.4 mm 577 7.1 mm 578 7.9 mm 579 8.4 mm 580 8.7 mm 581 9.5 mm 582 D) M.S.PIPES (Dia of Pipe 355.7 mm(O.D.)Thickness of pipe : 583 5.6 mm 584 6.4 mm 585 7.1 mm 586 7.9 mm 587 8.7 mm 588 9.5 mm 589 E) M.S.PIPES (Dia of Pipe 406 mm(O.D.)Thickness of pipe : 590 5.6 mm 591 6.4 mm 592 7.1 mm 593 7.9 mm 594 8.7 mm 595 9.5 mm 596 10.00 mm 597 F) M.S.PIPES (Dia of Pipe 457 mm(O.D.)Thickness of pipe : 598 5.6 mm 599 6.4 mm 600 7.1 mm 601 7.9 mm 602 8.7 mm 603 9.5 mm 604 10.00 mm 605 G) M.S.PIPES (Dia of Pipe 508 mm(O.D.)Thickness of pipe : 606 5.6 mm 607 6.4 mm 608 7.1 mm 609 7.9 mm 610 8.7 mm 611 9.5 mm 612 10.00 mm 613 H) M.S.PIPES (Dia of Pipe 559 mm(O.D.)Thickness of pipe : 614 5.6 mm 615 6.4 mm 616 7.1 mm 617 7.9 mm 618 8.7 mm 619 9.5 mm 620 10.00 mm 621 I) M.S.PIPES (Dia of Pipe 610 mm(O.D.)Thickness of pipe : 622 5.6 mm 623 6.4 mm 624 7.1 mm 625 7.9 mm 626 8.7 mm 627 9.5 mm 628 10.00 mm 629 12.00 mm 630 J) M.S.PIPES (Dia of Pipe 660 mm(O.D.)Thickness of pipe : 631 5.6 mm 632 6.4 mm 633 7.1 mm 634 7.9 mm 635 8.7 mm 636 9.5 mm 637 10.00 mm 638 K) M.S.PIPES (Dia of Pipe 711 mm(O.D.)Thickness of pipe : 639 5.6 mm 640 6.4 mm 641 7.1 mm 642 7.9 mm 643 8.7 mm 644 9.5 mm 645 10.00 mm 646 12.00 mm 647 L) M.S.PIPES (Dia of Pipe 762 mm(O.D.)Thickness of pipe : 648 5.6 mm 649 6.4 mm 650 7.1 mm 651 7.9 mm 652 8.7 mm 653 9.5 mm 654 10.00 mm 655 M) M.S.PIPES (Dia of Pipe 813 mm(O.D.)Thickness of pipe : 656 5.6 mm 657 6.4 mm 658 7.1 mm 659 7.9 mm 660 8.7 mm 661 9.5 mm 662 10.00 mm 663 12.00 mm 664 N) M.S.PIPES (Dia of Pipe 864 mm(O.D.)Thickness of pipe : 665 5.6 mm 666 6.4 mm 667 7.1 mm 668 7.9 mm 669 8.7 mm 670 9.5 mm 671 10.00 mm 672 O) M.S.PIPES (Dia of Pipe 914 mm(O.D.)Thickness of pipe : 673 5.6 mm 674 6.4 mm 675 7.1 mm 676 7.9 mm 677 8.7 mm 678 9.5 mm 679 10.00 mm 680 P) M.S.PIPES (Dia of Pipe 965 mm(O.D.)Thickness of pipe : 681 5.6 mm 682 6.4 mm 683 7.1 mm 684 7.9 mm 685 8.7 mm 686 9.5 mm 687 10.00 mm 688 Q) M.S.PIPES (Dia of Pipe 1016 mm(O.D.)Thickness of pipe : 689 5.6 mm 690 6.4 mm 691 7.1 mm 692 7.9 mm 693 8.7 mm 694 9.5 mm 695 10.00 mm 696 12.00 mm 697 Providing and supplying ISI standard MSspecials of required thickness with 3 coats ofapproved make epoxy paint (Shalimar, Ciba orMahindra & Mahindra make) from inside andoutside excluding all statutory duties & taxessuch as GST levied by GOI & GOM in allrespect, inspection charges, transportation tostores / site, and stacking, etc. complete. 698 Machine ends suitable for PSC pipes of alldiameters as per detailed drawing with 10 mmthick x 0.7 M long barrel welded to it. 699 Only flanges with machining and drilling holes,etc.com-plete more than 40 mm thick. 700 Double flanged specials of all diameters 701 All socketed specials or socketed branch flangedspecials ofall diameters 702 Plain ended specials or plain ended branchflanged specials of all diameters. 703 MS barrels (pipe pieces) locally manufactured(for small quantities) 704 Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to formpipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck,transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance inthickness is permissible).A) Dia Of PIPES (Dia of Pipe 200 mm(I.D.) Thickness of pipe : 705 5.00 mm 706 6.00 mm 707 7.00 mm 708 8.00 mm 709 9.00 mm 710 10.00 mm 711 B) Dia Of PIPES (Dia of Pipe 250 mm(I.D.)Thickness of pipe : 712 5.00 mm 713 6.00 mm 714 7.00 mm 715 8.00 mm 716 9.00 mm 717 10.00 mm 718 C) Dia Of PIPES (Dia of Pipe 300 mm(I.D.)Thickness of pipe : 719 5.00 mm 720 6.00 mm 721 7.00 mm 722 8.00 mm 723 9.00 mm 724 10.00 mm 725 D) Dia Of PIPES (Dia of Pipe 350 mm(I.D.)Thickness of pipe : 726 5.00 mm 727 6.00 mm 728 7.00 mm 729 8.00 mm 730 9.00 mm 731 10.00 mm 732 E) Dia Of PIPES (Dia of Pipe 400 mm(I.D.)Thickness of pipe : 733 5.00 mm 734 6.00 mm 735 7.00 mm 736 8.00 mm 737 9.00 mm 738 10.00 mm 739 F) Dia Of PIPES (Dia of Pipe 450 mm(I.D.)Thickness of pipe : 740 5.00 mm 741 6.00 mm 742 7.00 mm 743 8.00 mm 744 9.00 mm 745 10.00 mm 746 G) Dia Of PIPES (Dia of Pipe 500 mm(I.D.)Thickness of pipe : 747 5.00 mm 748 6.00 mm 749 7.00 mm 750 8.00 mm 751 9.00 mm 752 10.00 mm 753 H) Dia Of PIPES (Dia of Pipe 550 mm(I.D.)Thickness of pipe : 754 5.00 mm 755 6.00 mm 756 7.00 mm 757 8.00 mm 758 9.00 mm 759 10.00 mm 760 I) Dia Of PIPES (Dia of Pipe 600 mm(I.D.)Thickness of pipe : 761 5.00 mm 762 6.00 mm 763 7.00 mm 764 8.00 mm 765 9.00 mm 766 10.00 mm 767 J) Dia Of PIPES (Dia of Pipe 650 mm(I.D.)Thickness of pipe : 768 5.00 mm 769 6.00 mm 770 7.00 mm 771 8.00 mm 772 9.00 mm 773 10.00 mm 774 K) Dia Of PIPES (Dia of Pipe 700 mm(I.D.)Thickness of pipe : 775 5.00 mm 776 6.00 mm 777 7.00 mm 778 8.00 mm 779 9.00 mm 780 10.00 mm 781 L) Dia Of PIPES (Dia of Pipe 750 mm(I.D.)Thickness of pipe : 782 5.00 mm 783 6.00 mm 784 7.00 mm 785 8.00 mm 786 9.00 mm 787 10.00 mm 788 M) Dia Of PIPES (Dia of Pipe 800 mm(I.D.)Thickness of pipe : 789 5.00 mm 790 6.00 mm 791 7.00 mm 792 8.00 mm 793 9.00 mm 794 10.00 mm 795 N) Dia Of PIPES (Dia of Pipe900 mm(I.D.)Thickness of pipe : 796 5.00 mm 797 6.00 mm 798 7.00 mm 799 8.00 mm 800 9.00 mm 801 10.00 mm 802 Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as perspecification. 803 4 mm 804 5 mm 805 6 mm 806 7 mm 807 8 mm 808 10 mm 809 12 mm 810 14 mm 811 16 mm 812 18 mm 813 20 mm 814 22 mm 815 25 mm 816 B)Lap joints with convexfillet welds Lap Lengths 817 4 mm 818 5 mm 819 6 mm 820 7 mm 821 8 mm 822 10 mm 823 12 mm 824 14 mm 825 16 mm 826 18 mm 827 20 mm 828 22 mm 829 25 mm 830 Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness 831 Upto 5 mm. 832 Above 5 mm upto 10 mm 833 Above 10 mm upto 14 mm 834 Above 14 mm upto 18 mm 835 Above 18 mm upto 22 mm 836 Above22 mm 837 Hydraulic testing of M.S. pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate underthis item shall also include cost of retesting, if necessary. 838 upto 600 mm dia 839 Above 600 mm upto 750 mm dia (id) 840 Above 750 mm upto 900 mm dia (id) 841 Above 900 mm upto 1050 mm dia (id) 842 Extra work initial km 843 upto 600 mm dia 844 Above 600 mm upto 750 mm dia (id) 845 Above 750 mm upto 900 mm dia (id) 846 Above 900 mm upto 1050 mm dia (id) 847 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, 848 80 mm 849 100 mm 850 125 mm 851 150 mm 852 200 mm 853 250 mm 854 300 mm 855 350 mm 856 400 mm 857 450 mm 858 500 mm 859 600 mm 860 700 mm 861 750 mm 862 800 mm 863 900 mm 864 1000 mm 865 Mazdoor(Heavy) 866 Welder 867 Breaker 868 Skilled Labour 869 Welding Machine With Generator
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
Maharashtra View Result →
46.
Educational and Research Institute #9313707 Technical Bid
Tender For Group Health Insurance Policy For Students Of Iim Shillong
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 3
48.
Health and Family Welfare #9273313 AOC
Tender For Conversion Of Rural Scs To Ssk-health wellness center At Howrah South Nibra,Domjur2 Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. In ground floor including roof. Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety Taking out shutter of door and window, dismantling by parts (for repair or replacement of damaged parts), reassambling and refitting and rehanging same with old fittings but with new screws as necessary. (Where different parts of same shutter are renewed under different item, payment under item 73 will be made once only). Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (b) 20 mm. thick plaster (1:6) i) In ground floor (c) 15 mm. thick plaster (1:6) 1) In ground floor (c) 10 mm. thick plaster (1:4) i) In ground floor (ceiling) Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturers specified rate) for concrete of various grades. Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm x 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturers specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrrje) 1) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/Sq.m white cement for joint filling with pigment. Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia, rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass/copper hooks including pointing in cement mortar (1:2) (1 white cement: 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor (b) Area of each Granite slab above 1.00 Square meter. Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf) Supplying, fitting & fixing of 2-Track/3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top, bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to 15 733-1983 & 15 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fixing of glass (excluding cost of glass) all complete as per architectural fitting & fixing of aluminium 2-track/3-track sliding window with drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film i) Natural White a) 2-track sliding windowe Labour charges for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units (iv) fixed glazing Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. viii) 4mm thick coloured/tinted/smoke glass Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vi) 100 mm x 50 mm x 1.25 mm (For Door) (v) 75mm. x 60mm. X 3.15mm. tron socket bolt of approved quality fitted and fixed completed. (d) 225 mm long x 10 mm dia. Bolt Anodised aluminium decorative handle [hexagonal/fluted) of approved quality fitted and fixed complete. (i) 150 mm plate x 10 mm dia rod x 12 mm hexagonal/fluted. (i) tron hasp bolt of approved quality fitted and fixed complete with 16 mm. dia. Rod with centre bolt and round fitting (b) 250 mm long Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded PVC. multichamber hollow section having dimensions 60mm x 50mm 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. PVC 26 Door Shutter-30 mm thick: Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos, built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.5. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/-0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100mmx20 mm with wall thickness of 1.2 mm (+/-0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges/hasp bolt/tower bolt/door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete. The rate is exclusive of cost of hinges, hasp bolt, tower bolt, door ring etc. i) in ground floor Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisły IS: 4020 door testing performance criteris (1) 66mm x 90mm Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. In ground floor. (i) 32 mm thick (a) Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete in all floors: (i) 4mm, thick (weighing 7.4 kg/sq.m.) (b) Rendering the surface of walls and celling with white cement based wall putty of approved make and brand (1.5mm thick) Removing old scales, blisters etc. of interior surface of walls, relling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge). Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC. (In Ground Floor) a) One coats Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothning of surface. Two Coats Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC. In Ground Floor: a) One coats. Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. c) Super Protective 100% Acrylic Emulsion. (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. In Ground Floor (ii) Grill weighing 10-16 Kg./sq.mtr and above. (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. including using of approved putty etc. on the surface, if necessary. 1) On timber or plastered surface: With super gloss (hi-gloss) Two coats (with any shade except white) a) In ground floor ii) On steel or other metal surface: With super gloss (hi-gloss) Two coats (with any shade except white) a) In ground floor Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). i) In Roof a) With 0.5 mm thick steel M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161-1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. i) For trusses spanning up to 12.00 m 50mm Dia Pipe (Heavy type) Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials. Repairing collapsible gate by cutting out all ribets as necessary re assambling all members including welding pieces of channels, strigthing bend bars & rebating with new revets and fitting in position & painting two coats Painting with ready mixed Black Japan of approved make & brand including smoothing surface (b) two coats Supplying fitting & fixing PVC pipes of approved make of (medium duty) conforming to ASTMD-1785 and threaded to match with G.1. pipes as per IS 1239(Part-1) with all necessary accessories, specials vir. socket, bend, Tee, Union, cross, elbow, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps including cutting pipes, making threads, fitting fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the center line measurements of the total pipe line including all specials. No separate will be made for accessories, specials. Payment for painting will be made separately). b) For Concealed Work 15mm 20 mm (b) For Exposed Work PVC Pipes 40mm dia Supplying, fitting and fixing bib cock or stop cock. (b) (ii) Chromium plated lib Cock short body (Equivalent to Code No.511 & Model-Tropical/Sumthing Special of ESSCO or similar brand) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No.5053 & Model-Florentine of Jaquar or similar brand) Supplying fitting & fixing gunmetal wheel Valve of approved brand & make tested to 21 kg per squire centimeter. (25mm dia) 40mm dia Supplying, fitting and fixing whitevitreous china Best quality approved make Wash Basin 550mmx400mm size Supplying, fitting and fixing pillar cock of approved make (1) CP Pillar Cock-15 mm. (Equivalent to Code No.-507 & Model-Tropical/Sumthing Special of ESSCO or similar brand). CP Pillar cock with 200 mm extended liver handed Supplying fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe, with PVC couplin at one end fitted with necessary clamps. (1) 600 mm long Supplying, fitting and fixing approved brand P.V.C.CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (i) 600 mm long Supplying, fitting and fixing towel rail with two brackets (1) 25 mm dia and 600 mm long Supplying, fitting and fixing Anglo-Indian W.C. In white vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. (b) With S trap (with vent) Supplying, fitting and fising 10 litre P.V.C. low-down cistern conforming to 1.5. specification with P.V.C. Fittings complete.C.I. brackets including two coats of painting to bracket etc. Supplying, fitting and fixing 32 mm dia flash pipe of approve make with necessary fixing meterials & clams complete. C.P flash pipe Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges Plastic (hallow type) white. Supplying, fitting and fixing best quality indian make mirror 5.5 mm thick silver as per ISI specification Frame size 550 mm x 400 mm Supply UPVC pipes (B type) and fittings conforming to IS: 13592-1992 A) (i) Single sacketed 3m length. b) 110mm A) (1) Single socketed 3m length. (a) 75 mm (B) Fittings ii) Plain Tee- 110 mm dia (B) Fittings ii) Plain Tee 75 mm dia )Bend-110mm dia x) Bend-75mm dia xi) Door Bend (T.5.) a)75mm (b) 110 mm Labour for fitting and fixing UPVC pipes for above ground work including cost of joint materials etc. fitting & fixing all necessary specials, cutting pipes, cutting holes in walls or RC floor where necessary and mending good all damages excluding the cost of masonry or concrete work if necessary but including the cost and fitting and fixing holder bat clamps (any floor) or for under ground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer in charge (A) Above Ground 1) 110 mm dia ii) 75mm dia ELECTRICAL WORK Supply & Fixing of 20 W, 240 V 4 ft single LED with box type fittings incl. all accressroies directly on wall with suitable size MS fastener Make-Philips fätings cat. Ref BN100C LED405-6500 PSU L120 GR, Fixing only single fluorescent light fitting complete with all accessories. directly on wall/ceiling with HW round block and suitable size of MS fastener [Analysed Rate Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/celling with HW block and ceiling plates, nipples etc. as required Supply & Delivery at site 9 watt LED Bulb, Efficacy> 90 lm/W, Base Cap:-822 (Make-Crompton] or equivalent of Havells, Philips etc. Approved by EIC Supply of 45 W, 240 V LED flood/street light on the roof of the header arm of the pole. Make- Philips SmartBright Street, BRP 052 LED 045 CW SLMR FG S1 PSU GR. [Analysed Rate) Fixing only outdoor/street light type fluorescent light fitting or MV light fitting complete with all accessories to be fixed/projected from the wall of the building incl. making holes/providing clamping arrangement & necy. Gl reducer as required. S&F 40 mm Gl pipe (ISI-Medium) quality 1.5 mts. average length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl, painting etc. Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy, length of PVC insulated wire and making connection for exhaust of following diameter:30 cm (12) [PWD/GS Page: C4 Item: 28] Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by 2x1.5 sqmm flexible copper wire. Supply & Fixing Socket type fan regulator (Step type) (Brand approved by EIC) on existing sheet metal switch board with bakelite/perspex top cover by screw after making housing for regulator knob by cutting bakelite/perspex top cover incl. making necy, connections etc Supply & Fixing GI sheet (205WG) metal Cowl with MS flat iron frame & Gl wire mesh on wall with necy. bolts & nuts (6 mm dia x 62 mm long) 30 cm Exhaust fan (12) Supply & delivery of Sweep:- 48 (1200mm) AC ceiling fan, 50-70 Watts, Speed:->-350 RPM, Air delivery:->=220 CMM, make: (Orient PSPO NEWBREEZE or SUMMERCOOL/equivalent of EPC or USHA STRIKER PLUS or CROMPTON [Approved by EIC] Supply 500 mm 3 Blade Ceiling Fan (Black)(Make-Orient/Crompton) Supply of Sweep:-12 (300mm) sweep heavy duty, 50-60 Watts, Speed:->-900 RPM, Air delivery:->=1145 CMM, exhaust fan make: (Orient/EPC/Havells/Usha) [Approved by EIC] Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection 6-32 A(SP)(Make-Havells) Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection 32A(DP)(Make-Legrand) Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment(2+4 way) (Maker-Crabtree/L&T) Supply and fixing of 240 V, 32 A DP Main Switch on flat iron frame on wall with nuts, bolts etc. Make- Havells [PWD/GS Page: D1 Item: 1 (a).] Supplying & fixing sheet metal (16 SWG) Iron Clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required(As per Drawing no. 470 of PWD Specification Book-May 1991) 2 bars 240 V, 63 A Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy, fittings etc. to light/fan/call bell point with Modular type switch (Brand approved by EIC) fixed on Modular GI/PVC switch board with top cover plate on wall incl. mending good damages to original finish. [PVC casingcapping and Switch board both on surface) Average run 8 mtr Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision meke) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy, fittings etc. with S & F 6A 5 pin Modular type plug socket and switch (Brand approved by EIC) fixed on 4 Module GI/PVC switch board with 3/4 Module top cover plate on wall incl. necy, connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface) On Board Supplying & Fixing Gl Modular Switch Board of the following sizes complete with three no, suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works 8 Module 4 Module 12 Module Supply & Fixing 240 V6 A Modular type switch (Brand approved by EIC) on existing GI Modular type switch board having top cover plate and making necessary connections as required Supply & Fixing 240 V, 6A, 5 pin Modular type plug socket (Brand approved by EIC), without switch & plug top, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Brand approved by EIC) with 16A Modular type switch, without plug top on 4 Module Gi Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc Supply & Fixing 240 V, 4 nos. 6 A, 3 pin Modular type plug socket with 4 nos. 6A Modular type switch (Brand approved by EIC), 16A Modular switch type MCB (C-Curve) and Indicator without plug top on 2 row 18 Module GI Modular type switch board with 2 row 18 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy, connections with PVC Cu wire and earth continuity wire etc. Supply & Fixing 240 V, 25 A, 3 pin Modular type plug socket with 20/25A Modular switch (Brand approved by EIC) type SP MCB (C-Curve) and 4 Module Gi Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. [UPS Board] Supply & Fixing 240 V,25 A, 3 pin Modular type plug top with Indicator (Brand approved by EIC) & necy. Connections. [UPS Board] Supplying of 1.1 KV. Grade PVC insulated conductor of following cables (make: Polycab/Gloster/Havells) 25 sqmm 2 core (UD & MA Page-11 item no-1) -Laying of cable upto 2 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting Supplying and fixing compression type gland complete with brass -gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below: For 2 core upto 25 sqmm Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials: 2 core 25 sqmm cable Wiring in 1.1 KV grade single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc 2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 2 x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/flooras required and making connection to equipments with bolts, nuts, washers, cable lugs etc.as requiredand mending good damages [Stranded Gl wire 7/14 SWG] Excavation of soil for installation of Earth Electrode and filling & ramming [For Soft Soil] Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long Gi bolts, double nuts, double washers incl. S & F 15 mm dia Gl pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium Gl pipe
Contract Date: Mar 25, 2026 Contract Value : 5.00 Lakh
Boards / Undertakings / PSU No of Bidders 5
West Bengal View Result →
49.
Health and Family Welfare #9273309 AOC
Tender For Conversion Of Rural Scs To Ssk-health wellness center At Howrah Polgustia Sc.Jagatballavpur-2 Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. In ground floor including roof. Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety Taking out shutter of door and window, dismantling by parts (for repair or replacement of damaged parts), reassambling and refitting and rehanging same with old fittings but with new screws as necessary. (Where different parts of same shutter are renewed under different item, payment under item 73 will be made once only). Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (b) 20 mm. thick plaster (1:6) i) In ground floor (c) 15 mm. thick plaster (1:6) 1) In ground floor (c) 10 mm. thick plaster (1:4) i) In ground floor (ceiling) Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturers specified rate) for concrete of various grades. Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm x 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturers specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrrje) 1) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/Sq.m white cement for joint filling with pigment. Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia, rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass/copper hooks including pointing in cement mortar (1:2) (1 white cement: 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor (b) Area of each Granite slab above 1.00 Square meter. Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf) Supplying, fitting & fixing of 2-Track/3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top, bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to 15 733-1983 & 15 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fixing of glass (excluding cost of glass) all complete as per architectural fitting & fixing of aluminium 2-track/3-track sliding window with drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film i) Natural White a) 2-track sliding windowe Labour charges for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units (iv) fixed glazing Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. viii) 4mm thick coloured/tinted/smoke glass Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vi) 100 mm x 50 mm x 1.25 mm (For Door) (v) 75mm. x 60mm. X 3.15mm. tron socket bolt of approved quality fitted and fixed completed. (d) 225 mm long x 10 mm dia. Bolt Anodised aluminium decorative handle [hexagonal/fluted) of approved quality fitted and fixed complete. (i) 150 mm plate x 10 mm dia rod x 12 mm hexagonal/fluted. (i) tron hasp bolt of approved quality fitted and fixed complete with 16 mm. dia. Rod with centre bolt and round fitting (b) 250 mm long Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded PVC. multichamber hollow section having dimensions 60mm x 50mm 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. PVC 26 Door Shutter-30 mm thick: Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos, built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.5. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/-0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100mmx20 mm with wall thickness of 1.2 mm (+/-0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges/hasp bolt/tower bolt/door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete. The rate is exclusive of cost of hinges, hasp bolt, tower bolt, door ring etc. i) in ground floor Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisły IS: 4020 door testing performance criteris (1) 66mm x 90mm Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. In ground floor. (i) 32 mm thick (a) Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete in all floors: (i) 4mm, thick (weighing 7.4 kg/sq.m.) (b) Rendering the surface of walls and celling with white cement based wall putty of approved make and brand (1.5mm thick) Removing old scales, blisters etc. of interior surface of walls, relling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge). Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC. (In Ground Floor) a) One coats Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothning of surface. Two Coats Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC. In Ground Floor: a) One coats. Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. c) Super Protective 100% Acrylic Emulsion. (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. In Ground Floor (ii) Grill weighing 10-16 Kg./sq.mtr and above. (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. including using of approved putty etc. on the surface, if necessary. 1) On timber or plastered surface: With super gloss (hi-gloss) Two coats (with any shade except white) a) In ground floor ii) On steel or other metal surface: With super gloss (hi-gloss) Two coats (with any shade except white) a) In ground floor Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). i) In Roof a) With 0.5 mm thick steel M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161-1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. i) For trusses spanning up to 12.00 m 50mm Dia Pipe (Heavy type) Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials. Repairing collapsible gate by cutting out all ribets as necessary re assambling all members including welding pieces of channels, strigthing bend bars & rebating with new revets and fitting in position & painting two coats Painting with ready mixed Black Japan of approved make & brand including smoothing surface (b) two coats Supplying fitting & fixing PVC pipes of approved make of (medium duty) conforming to ASTMD-1785 and threaded to match with G.1. pipes as per IS 1239(Part-1) with all necessary accessories, specials vir. socket, bend, Tee, Union, cross, elbow, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps including cutting pipes, making threads, fitting fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the center line measurements of the total pipe line including all specials. No separate will be made for accessories, specials. Payment for painting will be made separately). b) For Concealed Work 15mm 20 mm (b) For Exposed Work PVC Pipes 40mm dia Supplying, fitting and fixing bib cock or stop cock. (b) (ii) Chromium plated lib Cock short body (Equivalent to Code No.511 & Model-Tropical/Sumthing Special of ESSCO or similar brand) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No.5053 & Model-Florentine of Jaquar or similar brand) Supplying fitting & fixing gunmetal wheel Valve of approved brand & make tested to 21 kg per squire centimeter. (25mm dia) 40mm dia Supplying, fitting and fixing whitevitreous china Best quality approved make Wash Basin 550mmx400mm size Supplying, fitting and fixing pillar cock of approved make (1) CP Pillar Cock-15 mm. (Equivalent to Code No.-507 & Model-Tropical/Sumthing Special of ESSCO or similar brand). CP Pillar cock with 200 mm extended liver handed Supplying fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe, with PVC couplin at one end fitted with necessary clamps. (1) 600 mm long Supplying, fitting and fixing approved brand P.V.C.CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (i) 600 mm long Supplying, fitting and fixing towel rail with two brackets (1) 25 mm dia and 600 mm long Supplying, fitting and fixing Anglo-Indian W.C. In white vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. (b) With S trap (with vent) Supplying, fitting and fising 10 litre P.V.C. low-down cistern conforming to 1.5. specification with P.V.C. Fittings complete.C.I. brackets including two coats of painting to bracket etc. Supplying, fitting and fixing 32 mm dia flash pipe of approve make with necessary fixing meterials & clams complete. C.P flash pipe Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges Plastic (hallow type) white. Supplying, fitting and fixing best quality indian make mirror 5.5 mm thick silver as per ISI specification Frame size 550 mm x 400 mm Supply UPVC pipes (B type) and fittings conforming to IS: 13592-1992 A) (i) Single sacketed 3m length. b) 110mm A) (1) Single socketed 3m length. (a) 75 mm (B) Fittings ii) Plain Tee- 110 mm dia (B) Fittings ii) Plain Tee 75 mm dia )Bend-110mm dia x) Bend-75mm dia xi) Door Bend (T.5.) a)75mm (b) 110 mm Labour for fitting and fixing UPVC pipes for above ground work including cost of joint materials etc. fitting & fixing all necessary specials, cutting pipes, cutting holes in walls or RC floor where necessary and mending good all damages excluding the cost of masonry or concrete work if necessary but including the cost and fitting and fixing holder bat clamps (any floor) or for under ground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer in charge (A) Above Ground 1) 110 mm dia ii) 75mm dia ELECTRICAL WORK Supply & Fixing of 20 W, 240 V 4 ft single LED with box type fittings incl. all accressroies directly on wall with suitable size MS fastener Make-Philips fätings cat. Ref BN100C LED405-6500 PSU L120 GR, Fixing only single fluorescent light fitting complete with all accessories. directly on wall/ceiling with HW round block and suitable size of MS fastener [Analysed Rate Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/celling with HW block and ceiling plates, nipples etc. as required Supply & Delivery at site 9 watt LED Bulb, Efficacy> 90 lm/W, Base Cap:-822 (Make-Crompton] or equivalent of Havells, Philips etc. Approved by EIC Supply of 45 W, 240 V LED flood/street light on the roof of the header arm of the pole. Make- Philips SmartBright Street, BRP 052 LED 045 CW SLMR FG S1 PSU GR. [Analysed Rate) Fixing only outdoor/street light type fluorescent light fitting or MV light fitting complete with all accessories to be fixed/projected from the wall of the building incl. making holes/providing clamping arrangement & necy. Gl reducer as required. S&F 40 mm Gl pipe (ISI-Medium) quality 1.5 mts. average length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl, painting etc. Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy, length of PVC insulated wire and making connection for exhaust of following diameter:30 cm (12) [PWD/GS Page: C4 Item: 28] Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by 2x1.5 sqmm flexible copper wire. Supply & Fixing Socket type fan regulator (Step type) (Brand approved by EIC) on existing sheet metal switch board with bakelite/perspex top cover by screw after making housing for regulator knob by cutting bakelite/perspex top cover incl. making necy, connections etc Supply & Fixing GI sheet (205WG) metal Cowl with MS flat iron frame & Gl wire mesh on wall with necy. bolts & nuts (6 mm dia x 62 mm long) 30 cm Exhaust fan (12) Supply & delivery of Sweep:- 48 (1200mm) AC ceiling fan, 50-70 Watts, Speed:->-350 RPM, Air delivery:->=220 CMM, make: (Orient PSPO NEWBREEZE or SUMMERCOOL/equivalent of EPC or USHA STRIKER PLUS or CROMPTON [Approved by EIC] Supply 500 mm 3 Blade Ceiling Fan (Black)(Make-Orient/Crompton) Supply of Sweep:-12 (300mm) sweep heavy duty, 50-60 Watts, Speed:->-900 RPM, Air delivery:->=1145 CMM, exhaust fan make: (Orient/EPC/Havells/Usha) [Approved by EIC] Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection 6-32 A(SP)(Make-Havells) Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection 32A(DP)(Make-Legrand) Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment(2+4 way) (Maker-Crabtree/L&T) Supply and fixing of 240 V, 32 A DP Main Switch on flat iron frame on wall with nuts, bolts etc. Make- Havells [PWD/GS Page: D1 Item: 1 (a).] Supplying & fixing sheet metal (16 SWG) Iron Clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required(As per Drawing no. 470 of PWD Specification Book-May 1991) 2 bars 240 V, 63 A Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy, fittings etc. to light/fan/call bell point with Modular type switch (Brand approved by EIC) fixed on Modular GI/PVC switch board with top cover plate on wall incl. mending good damages to original finish. [PVC casingcapping and Switch board both on surface) Average run 8 mtr Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision meke) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy, fittings etc. with S & F 6A 5 pin Modular type plug socket and switch (Brand approved by EIC) fixed on 4 Module GI/PVC switch board with 3/4 Module top cover plate on wall incl. necy, connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface) On Board Supplying & Fixing Gl Modular Switch Board of the following sizes complete with three no, suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works 8 Module 4 Module 12 Module Supply & Fixing 240 V6 A Modular type switch (Brand approved by EIC) on existing GI Modular type switch board having top cover plate and making necessary connections as required Supply & Fixing 240 V, 6A, 5 pin Modular type plug socket (Brand approved by EIC), without switch & plug top, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Brand approved by EIC) with 16A Modular type switch, without plug top on 4 Module Gi Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc Supply & Fixing 240 V, 4 nos. 6 A, 3 pin Modular type plug socket with 4 nos. 6A Modular type switch (Brand approved by EIC), 16A Modular switch type MCB (C-Curve) and Indicator without plug top on 2 row 18 Module GI Modular type switch board with 2 row 18 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy, connections with PVC Cu wire and earth continuity wire etc. Supply & Fixing 240 V, 25 A, 3 pin Modular type plug socket with 20/25A Modular switch (Brand approved by EIC) type SP MCB (C-Curve) and 4 Module Gi Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. [UPS Board] Supply & Fixing 240 V,25 A, 3 pin Modular type plug top with Indicator (Brand approved by EIC) & necy. Connections. [UPS Board] Supplying of 1.1 KV. Grade PVC insulated conductor of following cables (make: Polycab/Gloster/Havells) 25 sqmm 2 core (UD & MA Page-11 item no-1) -Laying of cable upto 2 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting Supplying and fixing compression type gland complete with brass -gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below: For 2 core upto 25 sqmm Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials: 2 core 25 sqmm cable Wiring in 1.1 KV grade single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc 2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 2 x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/flooras required and making connection to equipments with bolts, nuts, washers, cable lugs etc.as requiredand mending good damages [Stranded Gl wire 7/14 SWG] Excavation of soil for installation of Earth Electrode and filling & ramming [For Soft Soil] Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long Gi bolts, double nuts, double washers incl. S & F 15 mm dia Gl pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium Gl pipe
Contract Date: Mar 25, 2026 Contract Value : 4.98 Lakh
Boards / Undertakings / PSU No of Bidders 6
West Bengal View Result →
50.
Health and Family Welfare #9273305 AOC
Tender For Conversion Of Rural Scs To Ssk-health wellness center At Howrah Harishpur(S) Sc,Udaynarayanpur2 Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. In ground floor including roof. Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety Taking out shutter of door and window, dismantling by parts (for repair or replacement of damaged parts), reassambling and refitting and rehanging same with old fittings but with new screws as necessary. (Where different parts of same shutter are renewed under different item, payment under item 73 will be made once only). Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (b) 20 mm. thick plaster (1:6) i) In ground floor (c) 15 mm. thick plaster (1:6) 1) In ground floor (c) 10 mm. thick plaster (1:4) i) In ground floor (ceiling) Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturers specified rate) for concrete of various grades. Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm x 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturers specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrrje) 1) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/Sq.m white cement for joint filling with pigment. Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia, rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass/copper hooks including pointing in cement mortar (1:2) (1 white cement: 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor (b) Area of each Granite slab above 1.00 Square meter. Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf) Supplying, fitting & fixing of 2-Track/3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top, bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to 15 733-1983 & 15 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fixing of glass (excluding cost of glass) all complete as per architectural fitting & fixing of aluminium 2-track/3-track sliding window with drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film i) Natural White a) 2-track sliding windowe Labour charges for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units (iv) fixed glazing Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. viii) 4mm thick coloured/tinted/smoke glass Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vi) 100 mm x 50 mm x 1.25 mm (For Door) (v) 75mm. x 60mm. X 3.15mm. tron socket bolt of approved quality fitted and fixed completed. (d) 225 mm long x 10 mm dia. Bolt Anodised aluminium decorative handle [hexagonal/fluted) of approved quality fitted and fixed complete. (i) 150 mm plate x 10 mm dia rod x 12 mm hexagonal/fluted. (i) tron hasp bolt of approved quality fitted and fixed complete with 16 mm. dia. Rod with centre bolt and round fitting (b) 250 mm long Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded PVC. multichamber hollow section having dimensions 60mm x 50mm 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. PVC 26 Door Shutter-30 mm thick: Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos, built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.5. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/-0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100mmx20 mm with wall thickness of 1.2 mm (+/-0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges/hasp bolt/tower bolt/door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete. The rate is exclusive of cost of hinges, hasp bolt, tower bolt, door ring etc. i) in ground floor Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisły IS: 4020 door testing performance criteris (1) 66mm x 90mm Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. In ground floor. (i) 32 mm thick (a) Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete in all floors: (i) 4mm, thick (weighing 7.4 kg/sq.m.) (b) Rendering the surface of walls and celling with white cement based wall putty of approved make and brand (1.5mm thick) Removing old scales, blisters etc. of interior surface of walls, relling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge). Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC. (In Ground Floor) a) One coats Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothning of surface. Two Coats Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the EIC. In Ground Floor: a) One coats. Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. c) Super Protective 100% Acrylic Emulsion. (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. In Ground Floor (ii) Grill weighing 10-16 Kg./sq.mtr and above. (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. including using of approved putty etc. on the surface, if necessary. 1) On timber or plastered surface: With super gloss (hi-gloss) Two coats (with any shade except white) a) In ground floor ii) On steel or other metal surface: With super gloss (hi-gloss) Two coats (with any shade except white) a) In ground floor Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). i) In Roof a) With 0.5 mm thick steel M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161-1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. i) For trusses spanning up to 12.00 m 50mm Dia Pipe (Heavy type) Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials. Repairing collapsible gate by cutting out all ribets as necessary re assambling all members including welding pieces of channels, strigthing bend bars & rebating with new revets and fitting in position & painting two coats Painting with ready mixed Black Japan of approved make & brand including smoothing surface (b) two coats Supplying fitting & fixing PVC pipes of approved make of (medium duty) conforming to ASTMD-1785 and threaded to match with G.1. pipes as per IS 1239(Part-1) with all necessary accessories, specials vir. socket, bend, Tee, Union, cross, elbow, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps including cutting pipes, making threads, fitting fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the center line measurements of the total pipe line including all specials. No separate will be made for accessories, specials. Payment for painting will be made separately). b) For Concealed Work 15mm 20 mm (b) For Exposed Work PVC Pipes 40mm dia Supplying, fitting and fixing bib cock or stop cock. (b) (ii) Chromium plated lib Cock short body (Equivalent to Code No.511 & Model-Tropical/Sumthing Special of ESSCO or similar brand) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No.5053 & Model-Florentine of Jaquar or similar brand) Supplying fitting & fixing gunmetal wheel Valve of approved brand & make tested to 21 kg per squire centimeter. (25mm dia) 40mm dia Supplying, fitting and fixing whitevitreous china Best quality approved make Wash Basin 550mmx400mm size Supplying, fitting and fixing pillar cock of approved make (1) CP Pillar Cock-15 mm. (Equivalent to Code No.-507 & Model-Tropical/Sumthing Special of ESSCO or similar brand). CP Pillar cock with 200 mm extended liver handed Supplying fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe, with PVC couplin at one end fitted with necessary clamps. (1) 600 mm long Supplying, fitting and fixing approved brand P.V.C.CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (i) 600 mm long Supplying, fitting and fixing towel rail with two brackets (1) 25 mm dia and 600 mm long Supplying, fitting and fixing Anglo-Indian W.C. In white vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. (b) With S trap (with vent) Supplying, fitting and fising 10 litre P.V.C. low-down cistern conforming to 1.5. specification with P.V.C. Fittings complete.C.I. brackets including two coats of painting to bracket etc. Supplying, fitting and fixing 32 mm dia flash pipe of approve make with necessary fixing meterials & clams complete. C.P flash pipe Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges Plastic (hallow type) white. Supplying, fitting and fixing best quality indian make mirror 5.5 mm thick silver as per ISI specification Frame size 550 mm x 400 mm Supply UPVC pipes (B type) and fittings conforming to IS: 13592-1992 A) (i) Single sacketed 3m length. b) 110mm A) (1) Single socketed 3m length. (a) 75 mm (B) Fittings ii) Plain Tee- 110 mm dia (B) Fittings ii) Plain Tee 75 mm dia )Bend-110mm dia x) Bend-75mm dia xi) Door Bend (T.5.) a)75mm (b) 110 mm Labour for fitting and fixing UPVC pipes for above ground work including cost of joint materials etc. fitting & fixing all necessary specials, cutting pipes, cutting holes in walls or RC floor where necessary and mending good all damages excluding the cost of masonry or concrete work if necessary but including the cost and fitting and fixing holder bat clamps (any floor) or for under ground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer in charge (A) Above Ground 1) 110 mm dia ii) 75mm dia ELECTRICAL WORK Supply & Fixing of 20 W, 240 V 4 ft single LED with box type fittings incl. all accressroies directly on wall with suitable size MS fastener Make-Philips fätings cat. Ref BN100C LED405-6500 PSU L120 GR, Fixing only single fluorescent light fitting complete with all accessories. directly on wall/ceiling with HW round block and suitable size of MS fastener [Analysed Rate Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/celling with HW block and ceiling plates, nipples etc. as required Supply & Delivery at site 9 watt LED Bulb, Efficacy> 90 lm/W, Base Cap:-822 (Make-Crompton] or equivalent of Havells, Philips etc. Approved by EIC Supply of 45 W, 240 V LED flood/street light on the roof of the header arm of the pole. Make- Philips SmartBright Street, BRP 052 LED 045 CW SLMR FG S1 PSU GR. [Analysed Rate) Fixing only outdoor/street light type fluorescent light fitting or MV light fitting complete with all accessories to be fixed/projected from the wall of the building incl. making holes/providing clamping arrangement & necy. Gl reducer as required. S&F 40 mm Gl pipe (ISI-Medium) quality 1.5 mts. average length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl, painting etc. Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy, length of PVC insulated wire and making connection for exhaust of following diameter:30 cm (12) [PWD/GS Page: C4 Item: 28] Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by 2x1.5 sqmm flexible copper wire. Supply & Fixing Socket type fan regulator (Step type) (Brand approved by EIC) on existing sheet metal switch board with bakelite/perspex top cover by screw after making housing for regulator knob by cutting bakelite/perspex top cover incl. making necy, connections etc Supply & Fixing GI sheet (205WG) metal Cowl with MS flat iron frame & Gl wire mesh on wall with necy. bolts & nuts (6 mm dia x 62 mm long) 30 cm Exhaust fan (12) Supply & delivery of Sweep:- 48 (1200mm) AC ceiling fan, 50-70 Watts, Speed:->-350 RPM, Air delivery:->=220 CMM, make: (Orient PSPO NEWBREEZE or SUMMERCOOL/equivalent of EPC or USHA STRIKER PLUS or CROMPTON [Approved by EIC] Supply 500 mm 3 Blade Ceiling Fan (Black)(Make-Orient/Crompton) Supply of Sweep:-12 (300mm) sweep heavy duty, 50-60 Watts, Speed:->-900 RPM, Air delivery:->=1145 CMM, exhaust fan make: (Orient/EPC/Havells/Usha) [Approved by EIC] Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection 6-32 A(SP)(Make-Havells) Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection 32A(DP)(Make-Legrand) Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment(2+4 way) (Maker-Crabtree/L&T) Supply and fixing of 240 V, 32 A DP Main Switch on flat iron frame on wall with nuts, bolts etc. Make- Havells [PWD/GS Page: D1 Item: 1 (a).] Supplying & fixing sheet metal (16 SWG) Iron Clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required(As per Drawing no. 470 of PWD Specification Book-May 1991) 2 bars 240 V, 63 A Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy, fittings etc. to light/fan/call bell point with Modular type switch (Brand approved by EIC) fixed on Modular GI/PVC switch board with top cover plate on wall incl. mending good damages to original finish. [PVC casingcapping and Switch board both on surface) Average run 8 mtr Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision meke) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy, fittings etc. with S & F 6A 5 pin Modular type plug socket and switch (Brand approved by EIC) fixed on 4 Module GI/PVC switch board with 3/4 Module top cover plate on wall incl. necy, connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface) On Board Supplying & Fixing Gl Modular Switch Board of the following sizes complete with three no, suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works 8 Module 4 Module 12 Module Supply & Fixing 240 V6 A Modular type switch (Brand approved by EIC) on existing GI Modular type switch board having top cover plate and making necessary connections as required Supply & Fixing 240 V, 6A, 5 pin Modular type plug socket (Brand approved by EIC), without switch & plug top, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Brand approved by EIC) with 16A Modular type switch, without plug top on 4 Module Gi Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc Supply & Fixing 240 V, 4 nos. 6 A, 3 pin Modular type plug socket with 4 nos. 6A Modular type switch (Brand approved by EIC), 16A Modular switch type MCB (C-Curve) and Indicator without plug top on 2 row 18 Module GI Modular type switch board with 2 row 18 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy, connections with PVC Cu wire and earth continuity wire etc. Supply & Fixing 240 V, 25 A, 3 pin Modular type plug socket with 20/25A Modular switch (Brand approved by EIC) type SP MCB (C-Curve) and 4 Module Gi Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. [UPS Board] Supply & Fixing 240 V,25 A, 3 pin Modular type plug top with Indicator (Brand approved by EIC) & necy. Connections. [UPS Board] Supplying of 1.1 KV. Grade PVC insulated conductor of following cables (make: Polycab/Gloster/Havells) 25 sqmm 2 core (UD & MA Page-11 item no-1) -Laying of cable upto 2 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting Supplying and fixing compression type gland complete with brass -gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below: For 2 core upto 25 sqmm Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials: 2 core 25 sqmm cable Wiring in 1.1 KV grade single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc 2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 2 x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/flooras required and making connection to equipments with bolts, nuts, washers, cable lugs etc.as requiredand mending good damages [Stranded Gl wire 7/14 SWG] Excavation of soil for installation of Earth Electrode and filling & ramming [For Soft Soil] Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long Gi bolts, double nuts, double washers incl. S & F 15 mm dia Gl pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium Gl pipe
Contract Date: Mar 25, 2026 Contract Value : 5.91 Lakh
Boards / Undertakings / PSU No of Bidders 7
West Bengal View Result →
TenderDetail
Loading tenders