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Tender Value
₹82.2 Cr
EMD Value
₹1.6 Cr
Closing Date
18 Sept 2026, 3:00 pm
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER SEC
19 conditions · 5 needing a document upload
Financial Eligibility Criteria: The Tenderer shall be eligible only if he fulfils the following Standard Financial Eligibility Criteria FOR WORKS COSTING ABOVE Rs.50.00 LAKHS: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India. No Technical and Financial credentials are required for tenders having value up to Rs.50 lakh. For tenders costing more than Rs.20 crore, eligibility criteria include bid capacity also as specified in clause 10.3 of IRSGCC- April 2022 - PART I - "Regulations for Tenders and Contracts - For the Guidance of Engineers & Contractors for Works Contracts." The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. The tenderer will be qualified only if it's available bid capacity is equal to or more than the total bid value of the present tender
A) Technical eligibility criteria for non-composite works costing above Rs.50.00 lakhs As per clause 10.1(a) of IRGCC-2022 ( part-1) :. (a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: 1.Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, Or 2.Two similar works each costing not less than the amount equal to 40% of advertised value of the tender or 3.One similar work each costing not less than the amount equal to 60% of advertised value of the tender B ) Technical eligibility for composite tender: 1.Each component of value more than 2 Crs shall be taken for evaluation of technical eligibility as per 10.1(b) of IRSGCC-2022. 2.In case single completion certificate containing more than one component is submitted by the tenderer, value of each component is to be specified in that completion certificate. Separate completed works of minimum required values for each component shall also be considered for fulfilment of technical eligibility criteria 3.In case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility, the certificate shall be treated Incomplete and invalid and shall not be considered for evaluation of technical eligibility. 4.Technical eligibility shall be fulfilled by tenderer as per clause 10.1 of IRSGCC-2022 (Part- I) and 17.15.1(b) of IRSGCC-2022 (Part- I) for the component/components of value of more than 50% of tender value or by Sub- contractor as per clause 7(a)(ii) of GCC (Part-II) for the other component/ components of value less than 50% of tender value. Each other member of JV shall have technical capacity of minimum 10% of advertised value of any component. 5.If the Tenderer proposes to sub- contract any component/components as per item 4 above , which is less than 50% of tender value, then a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the sub- contractor(s) and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility as per clause 7(a)(ii) of Part II of IRSGCC 2022. 6.For component less than Rs 2 Cr, technical Eligibility will not be considered in tender evaluation and the documents of sub-contractor need not be submitted along with tender. 7.The contractor will engage an eligible sub- contractor after award of contract with the approval of Chief Engineer in writing subject to complying clause 7 of Part II of IRSGCC 2022 . Note: Tenderers may see Explanation for Para 10 of the Tender Form (Second Sheet) including Para 10.1 to 10.5 - Eligibility Criteria of IRSGCC-2022.
ATTENTION TO TENDERERS: Tenderers to specifically note that in case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility as laid down in STANDARD TECHNICAL CRITERIA (Point No.1) as above, such certificate shall be treated incomplete and invalid and shall not be considered for evaluation of technical eligibility.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. The work executed by the tenderer for any Govt. /Govt.bodies/PSUs and public listed company shall only be considered for fulfilling of Technical Eligibility Criteria. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India as per clause- 27 of SCC 2023.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India and on sub- contracting to contractors from such countries as per clause- 27 of SCC 2023.
Components of Works and Value: Component- 1:- Earthwork in Formation and Construction of Bridges - Rs.392846412/-. Component-2:- Building & 1.4.1 Structural Steel Fabrication Works - Rs.224714721/-. Component-3:- Track Work -Rs.96124095/-. Component- 4:- Electrical/OHE Works - Rs.108434573/-.
Defination of Similar Work :- Component- 1 : Work of Execution of earthwork in formation and construction of bridges. AND Component- 2: Any civil engineering work involving building construction work and structural steel fabrication work AND Tenderer should have valid electrical contractor's license in his / their name or he will engage capable agencies for electrical work who has the valid electrical contractor's license in his / their own name. AND Component-3: Any permanent way work of track linking and / or Rail renewal and / or Sleeper renewal and / or turnout renewal and / or track maintenance w o r k . AND Component-4: Design, supply, erection, testing and commissioning of 50 Hz, single phase25kV AC OHE system or 25kV AT feeding system (2x25kV)
108 conditions · 1 needing a document upload
Uploading of Scanned copy/copies of proof(s) of Technical Eligibility Criteria as mentioned in Standard Technical Criteria (as per Pro forma - 1).
Uploading of Scanned copy of work experience certificate issued by public listed company, copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company etc. as per Note for clause 10.1 of IRSGCC- April 2022.
Uploading of Scanned copy/copies of proof(s) of Technically Eligibility Criteria as per clause 7 of IRSGCC-2020, in case the main tenderer proposes execution of any of components mentioned in tender through subcontractor in a composite work as specified in clause 10.1 (b)(iii) of IRSGCC- April 2022.
Uploading of Scanned copy of Bid capacity (as per Pro forma - 2.) and in terms of clause 10.3 & 10.5 of IRSGCC-April 2022.
Uploading of Scanned copy of Statement of payment received in the Last three financial years and the current financial year (as per Pro forma- 2A) along with copies of relevant supporting documents as stipulated.
Uploading of Form 16A/26AS generated through TRACES of Income Tax Department of India, if Client certificate is from other than Govt. Organization.
Uploading of Scanned copy of List of Machinery, Tools & Plants and Staff to be Deployed on this work (as per Pro forma - 3).
Uploading of Scanned copy of Statement of Bank details, PAN & GST (as per Pro forma - 5).
Uploading of Scanned copy of the declaration regarding employment of Retired Engineer / Retired Railway Officer (as per Pro forma - 6).
Uploading a scanned copy of the Memorandum of Understanding in the case of a JV firm (as per Pro forma - 7).
Uploading of request for grant of Mobilization Advance (if applicable) in Proforma-8.
Uploading of Required documents in case of Individual OR Proprietary Firm / Concern OR Partnership Firm OR Company OR J o i n t Venture Firm /HUF/Society, etc., as mentioned in Commercial Compliance (whichever is applicable).
Uploading of Test report of ballast (if applicable).
Uploading of Method Statement (if applicable).
Uploading of Proforma (Proforma-9) attached with Tender Document for self-Certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement Order Value less than of Rs.10 Crores.
Uploading of (Proforma-10 ) of Certificate on percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India as per clause- 27 of SCC 2023.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India and on sub-contracting to contractors from such countries India .
Uploading a scanned copy of Registration Certificate by Startup firms issued by appropriate authority and recognized by Department of Industrial Policy and Promotion (DIPP) towards exemption of full BID Security and Registration Certificate with registration number by Labour Co-operative Society issued by appropriate authority for payment of 50% BID Security.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
In case of Proprietary Firm / Proprietary Concern, the tenderers shall scan and submit with his offer (i)An undertaking that he is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (ii)All other documents in terms of explanatory notes in clause 10 of IRSGCC - April-2022-Part-I. (iii)All other documents as per Clause 14 of IRSGCC - April-2022- Part-1.
In case of Partnership Firm, the tenderer(s) shall scan and submit with their offer, the following documents: (i)A notarized copy of partnership deed or a copy of partnership deed registered with registar . (ii)A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm. (iii) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract (iv)Other documents as mentioned in terms of para 10 tender form (2nd sheet) of IRSGCC April-2022-Part I. (v) All other documents as per Clause 14 and Clause 18 of IRSGCC -April -2022- Part 1.
In case, the Tenderer is a Company, the tenderer(s) shall scan and submit with their offer, the following documents: (i)The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii)A copy of Certificate of Incorporation (iii)A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. (iv)An undertaking that the Company is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which the Company was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (v)All other documents in terms of para 10 of tender form (2nd Sheet) of IRSGCC-2022 (vi) All other documents as per Clause 14of IRSGCC -April -2022- Part 1.
In case, the Tenderer is a JV Firm, the tenderer(s) shall scan and submit with their offer the following documents: In case one or more of the members of the JV is/are (A)Partnership firm(s), following documents shall be submitted: (i)A notarized copy of the Partnership Deed or Copy of partnership deed registered with registar , (ii)A copy of consent of all the partners or individual authorized by partnership firm, to enter into the Joint Venture Agreement on a stamp paper, (iii)A notarized or registered copy of Power of Attorney in favour of the individual to sign the MOU/JV Agreement on behalf of the partnership firm and create liability against the firm. (iv) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. In case one or more members is/are (B) HUF, the following documents shall be enclosed: (i) A copy of notarized affidavit on Stamp Paper declaring that his concern is a proprietary concern and he is sole proprietor of the concern or he who is signing the affidavit on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. In case one or more members of the JV is/are (C)Companies, the following documents shall be submitted: (i)A copy of resolutions of the Directors of the Company, permitting the company to enter into a JV agreement, (ii)The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (iii)A copy of Certificate of Incorporation (iv)A copy of Authorization/copy of Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender, sign MOU/JV Agreement on behalf of the company and create liability against the company. (D) In case one or more members of the JV is/are LLP firm/s, the following documents shall be submitted: (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation of LLP(iii) A copy of resolution passed by partners of LLP firm, permitting the Firm to enter into a JV agreement.(iv) A copy of Authorization /copy of Power of Attorney issued by the LLP firm (backed by resolution passed by the Partners) in favour of the individual, to sign the tender and/or sign the MOU/ JV agreement on behalf of the LLP and create liability against the LLP. (v) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. In case one or more members of the JV is/are Society/s or Trust/s, the following documents shall be submitted: (E)A copy of Certificate of Registration
i)A copy of Memorandum of Association of Society/Trust Deed A copy of Rules & Regulations of the Society (ii) A copy of Power of Attorney, in favour of the individual to sign the tender documents and create liability against the Society/Trust. (F)Other documents as mentioned in terms of para 10 of Tender form(2nd sheet) of IRSGCC-April-2022 Part-I. (G)All other documents as per Clause 14 , 17 & 18 of IRSGCC-April 2022 -Part 1 are to be submitted.
In case the Tenderer is HUF, the following documents shall be submitted along with the tender: (i)A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii)An undertaking that the HUF is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which HUF was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iii)All other documents in terms of Para 10 of Tender form(2nd sheet) of IRS GCC April 2022. (iv) All other documents as per Clause 14 of IRSGCC -April -2022- Part 1.
In case tenderer is a LLP Firm registered under LLP Act-2008, the following documents shall be submitted: (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation (iii)A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv). An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract (v)All other documents in terms Para 10 of Tender form(2nd sheet) of IRSGCC- April-2022 Part-I. (vi) All other documents as per Clause 14 of IRSGCC -April -2022- Part 1.
In case the Tenderer is a Registered Society & Registered Trust, the following documents shall be submitted: (i)A copy of the Certificate of Registration (ii)A copy of Memorandum of Association of Society / Trust Deed (iii)A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) Copy of rules and regulations of the society (v)All other documents in terms Para 10 of Tender form(2nd sheet) of IRSGCC- April-2022 Part-I. (v) All other documents as per Clause 14 of IRSGCC -April -2022- Part 1.
Any other document required for evaluation of his/ their bid as deemed fit by the tenderer.
Scanned copy of Statement of Bank details, PAN & GST (as per Pro forma - 5).
Request for Mobilization Advance if applicable (as per Proforma- 8).
Proforma-9 for self-Certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement Order Value less than of Rs.10 Crores. (as per Special Conditions of Contract) OR Proforma-10 of Certificate on percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores. (as per Special Conditions of Contract)
Uploading of Scanned copy/copies of formal agreement duly executed and notarised by the main tenderer/contractor with the subcontractor for the component(s) of work in a composite work proposed to be executed through subcontractor(s).
The tenderer whether sole proprietor/Company or a partnership firm/JV venture (JV) / Registered Society / Registered Trust/HUF etc., if they want to act through agent or individual(s), should submit along with tender, a copy of Power of attorney duly stamped and authenticated by a notary public or by magistrate in favour of specific persion whether he/they be partner(s) of the firm or any other person agreement, receive money, co-ordinate measurement through contractors authorized engineer, witnessed measurement, sign measurements books, compromise, settle, relinquish any claim(s) preferred by the firm and sign " No Claim Certificate" and refer all or any disputes to arbitiration the above power of attorney shall be submitted even if such specific person is authorized for above purpose through partnership deed/memorandum of understanding/Article of Association or such other document, failing which, tender is liable to be rejected.
(1) Proposed conversion of halt into crossing station with two loop lines at Nandi (NDY) - PH-16. (2) Provision of 3 Additional Stabling Lines at Sri Sathya Sai Prashanti Nilayam (SSPN) - PH-16. (3). Proposed New Goods Line Arrangements at Yeliyur Station (Y) - PH-16. (4) PKD - DMM Section - Proposed Additional loop line at Narayanapuram Yard (NRYP) - PH-16 - (Composite Work).
ADDL-LINE-NDY-SSPN-NRYP~SWR
ADDL-LINE-NDY-SSPN-NRYP
Open
Works - General
18 Months
Dharwad, Karnataka
₹0
₹1.6 Cr
25 Aug 2026
25 Aug 2026
4 Sept 2026
653 items across 14 schedules · ₹88,54,78,114.94 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 4309.99 | 196.66 | 8,47,602.63 |
| 2 | All kinds of soil | Sqm | 6060 | 129.85 | 7,86,891 |
| 3 | All kinds of soil | cum | 4775.22 | 177.5 | 8,47,601.55 |
| 4 | All kinds of soil. | cum | 1628.74 | 260.3 | 4,23,961.02 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1528.74 | 196 | 2,99,633.04 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 3065.25 | 700.5 | 21,47,207.63 |
| 7 | All kinds of soil | cum | 310.81 | 126.8 | 39,410.71 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 593.93 | 2,123.75 | 12,61,358.84 |
| 9 | cum | 46.74 | 4,211.7 | 1,96,854.86 | |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 491.67 | 7,878.5 | 38,73,622.1 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 2851.24 | 7,178.75 | 2,04,68,339.15 |
| 12 | Foundations, footings, bases for columns | Sqm | 84.2 | 392.15 | 33,019.03 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 15300.83 | 842.5 | 1,28,90,949.28 |
| 14 | Columns, piers, abutments, pillars, posts and struts | Sqm | 140.54 | 961.3 | 1,35,101.1 |
| 15 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 385.67 | 8,835.15 | 34,07,452.3 |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 916 | 9,045.75 | 82,85,907 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 575.55 | 392.15 | 2,25,701.93 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1803.1 | 927.25 | 16,71,924.48 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2262.92 | 736.4 | 16,66,414.29 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1074.17 | 961.3 | 10,32,599.62 |
| 21 | Stairs, (excluding landings) except spiral-staircases | Sqm | 325 | 764.95 | 2,48,608.75 |
| 22 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 620 | 10,585.9 | 65,63,258 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1746.96 | 9,504.75 | 1,66,04,418.06 |
| 24 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum | 105 | 9,957.65 | 10,45,553.25 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 475.97 | 9,860.4 | 46,93,254.59 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 75 | 8,962.35 | 6,72,176.25 |
| 27 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 105 | 8,333.65 | 8,75,033.25 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 298.91 | 7,311.25 | 21,85,405.74 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 154.86 | 8,198.55 | 12,69,627.45 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 55 | 5,413.5 | 2,97,742.5 |
| 31 | Area of slab over 0.50 sqm | Sqm | 60 | 5,136.3 | 3,08,178 |
| 32 | Granite work | Metre | 180 | 510.95 | 91,971 |
| 33 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), 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 sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 1251.1 | 1,267.95 | 15,86,332.25 |
| 34 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon | Sqm | 270.43 | 5,015.05 | 13,56,219.97 |
| 35 | Second class teak wood | cum | 2.55 | 1,42,949.7 | 3,64,521.74 |
| 36 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 38 | 2,600.45 | 98,817.1 |
| 37 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 98.91 | 1,800.45 | 1,78,082.51 |
| 38 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 155.44 | 2,172.1 | 3,37,631.22 |
| 39 | On one side only | Sqm | 27.72 | 478 | 13,250.16 |
| 40 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 55.4 | 462.35 | 25,614.19 |
| 41 | 20 mm dia | Metre | 45 | 393.25 | 17,696.25 |
| 42 | Fixed to steel windows by welding | Kg | 1200 | 219.1 | 2,62,920 |
| 43 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2070 | 238.35 | 4,93,384.5 |
| 44 | 125x65x2.12 mm | Each | 144 | 53 | 7,632 |
| 45 | 300x16 mm | Each | 116 | 216.55 | 25,119.8 |
| 46 | 200x10 mm | Each | 48 | 358.4 | 17,203.2 |
| 47 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 7 | 983.15 | 6,882.05 |
| 48 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 12 | 998.35 | 11,980.2 |
| 49 | Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. | Each | 48 | 155.45 | 7,461.6 |
| 50 | 300x16 mm | Each | 47 | 303.25 | 14,252.75 |
| 51 | 300x10 mm | Each | 26 | 130.1 | 3,382.6 |
| 52 | 250x10 mm | Each | 4 | 115.15 | 460.6 |
| 53 | 125 mm | Each | 48 | 66.25 | 3,180 |
| 54 | Single rubber stopper | Each | 14 | 39.6 | 554.4 |
| 55 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm 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, EPDM 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 manufacturer's specification and direction of Engineer- in-Charge. | Metre | 57 | 492.7 | 28,083.9 |
| 56 | Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 85.95 | 8,748.35 | 7,51,920.68 |
| 57 | Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi- point locking system. (Height above 1.8 metre). | Sqm | 75 | 9,888.35 | 7,41,626.25 |
| 58 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 7.56 | 9,155.2 | 69,213.31 |
| 59 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 43960.03 | 133.7 | 58,77,456.01 |
| 60 | Hot finished welded type tubes | Kg | 60916 | 194.4 | 1,18,42,070.4 |
| 61 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 5160 | 97.2 | 5,01,552 |
| 62 | M.S. tube | Kg | 1150 | 196.8 | 2,26,320 |
| 63 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 4340 | 772.4 | 33,52,216 |
| 64 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 240 | 1,328.35 | 3,18,804 |
| 65 | Dark shade pigment using ordinary cement | Sqm | 4791 | 1,119.5 | 53,63,524.5 |
| 66 | Acid and alkali resistant tile | Sqm | 348 | 1,738.15 | 6,04,876.2 |
| 67 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 52 | 1,096.55 | 57,020.6 |
| 68 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 125 | 1,315.3 | 1,64,412.5 |
| 69 | Size of Tile 600x600 mm | Sqm | 1402.73 | 1,553.45 | 21,79,070.92 |
| 70 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 125 | 4,481.3 | 5,60,162.5 |
| 71 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 112.42 | 3,071.05 | 3,45,247.44 |
| 72 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 207.9 | 1,087.65 | 2,26,122.44 |
| 73 | 0.63 mm thick | Metre | 36 | 536.3 | 19,306.8 |
| 74 | 75 mm diameter | Metre | 920 | 248.8 | 2,28,896 |
| 75 | 110 mm diameter | Metre | 235 | 377.4 | 88,689 |
| 76 | 75 mm | Each | 5 | 91.7 | 458.5 |
| 77 | 110 mm | Each | 5 | 136.15 | 680.75 |
| 78 | 75 mm bend | Each | 5 | 105.9 | 529.5 |
| 79 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 80 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 81 | 75 mm | Each | 21 | 369.85 | 7,766.85 |
| 82 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 300 | 1,355.8 | 4,06,740 |
| 83 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 880 | 738.65 | 6,50,012 |
| 84 | Gutter (600 mm over all girth) | Metre | 225 | 1,313.7 | 2,95,582.5 |
| 85 | 0.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 675 | 1,797.75 | 12,13,481.25 |
| 86 | 1:4 (1 cement: 4 fine sand) | Sqm | 4610.95 | 347.05 | 16,00,230.2 |
| 87 | 1:6 (1 cement: 6 fine sand) | Sqm | 250 | 333.35 | 83,337.5 |
| 88 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2429.12 | 343.65 | 8,34,767.09 |
| 89 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1557.7 | 411.75 | 6,41,382.98 |
| 90 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 4686.34 | 185.65 | 8,70,019.02 |
| 91 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 4027.16 | 160.6 | 6,46,761.9 |
| 92 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 300 | 67.4 | 20,220 |
| 93 | Two or more coats on new work | Sqm | 3120 | 155.9 | 4,86,408 |
| 94 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1900 | 226.25 | 4,29,875 |
| 95 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 6113.43 | 156.05 | 9,54,000.75 |
| 96 | Two coats | Sqm | 3451 | 137.45 | 4,74,339.95 |
| 97 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 2425 | 73.95 | 1,79,328.75 |
| 98 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 900 | 2,434.25 | 21,90,825 |
| 99 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 850 | 3,551.25 | 30,18,562.5 |
| 100 | In mud mortar | cum | 100 | 704.9 | 70,490 |
| 101 | In lime mortar | cum | 100 | 851.5 | 85,150 |
| 102 | In cement mortar | cum | 255 | 2,060.2 | 5,25,351 |
| 103 | In lime mortar | cum | 300 | 1,158.1 | 3,47,430 |
| 104 | In cement mortar | cum | 1025 | 2,458.95 | 25,20,423.75 |
| 105 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 106 | Of area beyond 3 sq. metres | Each | 10 | 502.75 | 5,027.5 |
| 107 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 6500 | 5.65 | 36,725 |
| 108 | Extra for marking of structural steel work required to be re- erected. | Kg | 6500 | 4.65 | 30,225 |
| 109 | For thickness of tiles 10 mm to 25 mm | Sqm | 400 | 73.4 | 29,360 |
| 110 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 500 | 263.95 | 1,31,975 |
| 111 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 3748.5 | 11,098.45 | 4,16,02,539.83 |
| 112 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 3748.5 | 55.5 | 2,08,041.75 |
| 113 | New work (Two or more coats) | Sqm | 58.5 | 288.9 | 16,900.65 |
| 114 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | Each | 4 | 7,183.35 | 28,733.4 |
| 115 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 4 | 5,559.75 | 22,239 |
| 116 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 1582 | 9,823.8 | 1,55,41,251.6 |
| 117 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 7789.5 | 2,914.3 | 2,27,00,939.85 |
| 118 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 2921.06 | 4,148.65 | 1,21,18,455.57 |
| 119 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 628.5 | 2,017.6 | 12,68,061.6 |
| 120 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 3030.74 | 1,091.5 | 33,08,052.71 |
| 121 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 18 | 6,515.55 | 1,17,279.9 |
| 122 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| 123 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 124 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 16 | 1,879.2 | 30,067.2 |
| 125 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- ( a ) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 2 | 3,960.55 | 7,921.1 |
| 126 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 4 | 1,683.35 | 6,733.4 |
| 127 | 610x460 mm bowl depth 200 mm | Each | 7 | 3,873.8 | 27,116.6 |
| 128 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 11 | 1,034.8 | 11,382.8 |
| 129 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 6 | 6,940.75 | 41,644.5 |
| 130 | 32 mm dia | Each | 14 | 103.9 | 1,454.6 |
| 131 | 40 mm dia | Each | 8 | 116.7 | 933.6 |
| 132 | 40 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 133 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 23 | 53.25 | 1,224.75 |
| 134 | Rectangular shape 453x357 mm | Each | 23 | 1,361.8 | 31,321.4 |
| 135 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 50 | 1,180.75 | 59,037.5 |
| 136 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 25 | 1,044.75 | 26,118.75 |
| 137 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 | Each | 15 | 591.4 | 8,871 |
| 138 | Providing and fixing 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. | Each | 15 | 168.35 | 2,525.25 |
| 139 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 15 | 231.95 | 3,479.25 |
| 140 | 20 mm nominal dia Pipes | Metre | 250 | 335 | 83,750 |
| 141 | 25 mm nominal dia Pipes | Metre | 450 | 401.55 | 1,80,697.5 |
| 142 | 32 mm nominal dia Pipes | Metre | 100 | 518.75 | 51,875 |
| 143 | 50 mm nominal dia Pipes | Metre | 1995 | 934.15 | 18,63,629.25 |
| 144 | 20 mm nominal dia Pipes | Metre | 425 | 537.6 | 2,28,480 |
| 145 | 25 mm nominal dia Pipes | Metre | 210 | 355.4 | 74,634 |
| 146 | 32 mm nominal dia Pipes | Metre | 50 | 438.6 | 21,930 |
| 147 | 40 mm nominal dia Pipes | Metre | 50 | 563.05 | 28,152.5 |
| 148 | 50 mm nominal dia Pipes | Metre | 350 | 794.25 | 2,77,987.5 |
| 149 | 25 mm dia nominal bore | Metre | 300 | 551.7 | 1,65,510 |
| 150 | 32 mm dia nominal bore | Metre | 100 | 667 | 66,700 |
| 151 | 15 mm nominal bore | Each | 15 | 353.25 | 5,298.75 |
| 152 | 25 mm nominal bore | Each | 11 | 622.4 | 6,846.4 |
| 153 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 154 | 25 mm nominal bore | Each | 7 | 464.05 | 3,248.35 |
| 155 | Horizontal | Each | 4 | 1,371.2 | 5,484.8 |
| 156 | Vertical | Each | 4 | 1,445.15 | 5,780.6 |
| 157 | 150 mm diameter | Each | 14 | 222.35 | 3,112.9 |
| 158 | 25 mm diameter pipe | Metre | 150 | 160.7 | 24,105 |
| 159 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 20000 | 11 | 2,20,000 |
| 160 | 15 mm nominal bore | Each | 19 | 506.8 | 9,629.2 |
| 161 | 15 mm nominal bore | Each | 13 | 798.95 | 10,386.35 |
| 162 | 15 mm nominal bore | Each | 13 | 670.45 | 8,715.85 |
| 163 | 15mm nominal bore | Each | 19 | 574.3 | 10,911.7 |
| 164 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 16 | 224.1 | 3,585.6 |
| 165 | 200 mm diameter | Metre | 200 | 970.35 | 1,94,070 |
| 166 | 900 mm dia RCC pipes. | Metre | 100 | 5,377.25 | 5,37,725 |
| 167 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 60 | 1,139.3 | 68,358 |
| 168 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 42 | 528.85 | 22,211.7 |
| 169 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 1287.98 | 688.9 | 8,87,289.42 |
| 170 | 200 mm nominal size dia | Metre | 50 | 1,113.35 | 55,667.5 |
| 171 | 200 mm dia | Each | 1 | 321.15 | 321.15 |
| 172 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 800.21 | 9,844.65 | 78,77,787.38 |
| Schedule total | ₹26,28,07,938.54 | ||||
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