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Tender Value
₹57.4 Cr
EMD Value
₹1.1 Cr
Closing Date
8 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 and construction of bridges- Value Rs.11.59 Cr Component-2 Bridge work involving RCC work and other miscellaneous works- Value Rs. 4.11 Cr 1.4.1 AND Bridge work involving Superstructure with PSC work- Value Rs.1.78 Cr. Component-3 Civil Engineering involving building works- Value Rs.15.31 Cr. Component-4 P-way works- Value Rs.19.65 Cr. Component 5- Electrical OHE- Value Rs. 4.94 Cr.
Defination of Similar Work :- Component 1. Work of Execution of earthwork in formation and construction of bridges AND Component 2. Any Bridge work involving RCC work and other miscellaneous works AND Any bridge work involving superstructures with PSC work having span of 12.2m or more AND Component 3. Any Civil Engineering work involving building construction works AND Component 4. Any Permanent way works of track linking and or Rail renewal and or sleeper renewal and or turnout renewal and or track maintenance work (with/without supply of P.way materials and ballast). Note : All P.Way materials shall be procured from the RDSO / Railway Board approved sources. AND Component 5. Design, supply, erection, testing and commissioning of 50 Hz, single phase 25KV AC OHE system or 25kV AT feeding system (2x25kV) Or Stringing (including design supply as applicable) of 66kV and above rating transmission lines including erection of transmission towers and foundation work for SEBs / DISCOMs / Transmission authorities/PGCIL/NTPC.
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.
Remodelling Additional Loop line at Amaravathi Colony, Harapanahalli station yard in HRR - KTY Section & New bypass line at Chikjajur aligned with Doubling line in JRU-RDG Section for Civil works like extension of Major Bridges, Minor Bridges, RUB, High Level Platform, Goomty, Shifting of LCs, Station Building alteration (HPH) & Miscellaneous works including General Electrical and TRD (Composite Work).
ADD-LOOP-HPHI-BYPASS-JRU~SWR
ADD-LOOP-HPHI-BYPASS-JRU
Open
Works - General
18 Months
Dharwad, Karnataka
₹0
₹1.1 Cr
14 Aug 2026
14 Aug 2026
25 Aug 2026
680 items across 14 schedules · ₹34,27,28,060.86 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 9000 | 177.5 | 15,97,500 |
| 2 | Ordinary rock | cum | 2000 | 498.9 | 9,97,800 |
| 3 | Hard rock (requiring blasting) | cum | 600 | 874.4 | 5,24,640 |
| 4 | Hard rock (blasting prohibited) | cum | 200 | 1,432.95 | 2,86,590 |
| 5 | All kinds of soil. | cum | 400 | 260.3 | 1,04,120 |
| 6 | Ordinary rock | cum | 100 | 632.95 | 63,295 |
| 7 | Hard rock (requiring blasting) | cum | 50 | 1,049.8 | 52,490 |
| 8 | 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 | 2000 | 196 | 3,92,000 |
| 9 | 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 | 200 | 700.5 | 1,40,100 |
| 10 | All kinds of soil | cum | 100 | 126.8 | 12,680 |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 500 | 2,123.75 | 10,61,875 |
| 12 | All kinds of soil | Sqm | 2400 | 34.15 | 81,960 |
| 13 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 27600 | 17.6 | 4,85,760 |
| 14 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 400 | 310.05 | 1,24,020 |
| 15 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 100 | 93.05 | 9,305 |
| 16 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 400 | 8,340.85 | 33,36,340 |
| 17 | 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 | 100 | 7,878.5 | 7,87,850 |
| 18 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 765 | 7,294.7 | 55,80,445.5 |
| 19 | 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 | 800 | 7,178.75 | 57,43,000 |
| 20 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 166 | 495.75 | 82,294.5 |
| 21 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 100 | 9,212.6 | 9,21,260 |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4500 | 392.15 | 17,64,675 |
| 23 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 200 | 842.5 | 1,68,500 |
| 24 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1800 | 927.25 | 16,69,050 |
| 25 | Shelves (Cast in situ) | Sqm | 200 | 927.25 | 1,85,450 |
| 26 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1400 | 736.4 | 10,30,960 |
| 27 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1200 | 961.3 | 11,53,560 |
| 28 | Stairs, (excluding landings) except spiral-staircases | Sqm | 250 | 764.95 | 1,91,237.5 |
| 29 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | Sqm | 100 | 1,296.7 | 1,29,670 |
| 30 | Under 20 cm wide | Metre | 800 | 208.55 | 1,66,840 |
| 31 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 100 | 951.1 | 95,110 |
| 32 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 50 | 20,355.8 | 10,17,790 |
| 33 | 50 mm thick | Sqm | 35 | 1,886.9 | 66,041.5 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 400 | 9,504.75 | 38,01,900 |
| 35 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 2200 | 9,655.7 | 2,12,42,540 |
| 36 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 600 | 9,860.4 | 59,16,240 |
| 37 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 175 | 10,011.35 | 17,51,986.25 |
| 38 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 170 | 733.5 | 1,24,695 |
| 39 | With Modular bricks | cum | 60 | 8,942.35 | 5,36,541 |
| 40 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 9,344.35 | 8,40,991.5 |
| 41 | cum | 45 | 169.45 | 7,625.25 | |
| 42 | 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 | 50 | 8,333.65 | 4,16,682.5 |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 450 | 7,311.25 | 32,90,062.5 |
| 44 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 9,275.45 | 9,27,545 |
| 45 | 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 | 70 | 1,267.95 | 88,756.5 |
| 46 | Second class teak wood | cum | 8 | 1,42,949.7 | 11,43,597.6 |
| 47 | 35 mm thick shutters | Sqm | 60 | 4,111.95 | 2,46,717 |
| 48 | 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 | 2 | 1,800.45 | 3,600.9 |
| 49 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 164 | 3,473.85 | 5,69,711.4 |
| 50 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,167.95 | 63,359 |
| 51 | 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 | 2 | 462.35 | 924.7 |
| 52 | 20 mm dia | Metre | 150 | 393.25 | 58,987.5 |
| 53 | Fixed to steel windows by welding | Kg | 2060 | 219.1 | 4,51,346 |
| 54 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 250 | 228.85 | 57,212.5 |
| 55 | 100x58x1.90 mm | Each | 20 | 45 | 900 |
| 56 | 125x85x5.5 mm (heavy type) | Each | 115 | 268.65 | 30,894.75 |
| 57 | 250x10 mm | Each | 50 | 441.6 | 22,080 |
| 58 | 300x16x5 mm | Each | 41 | 322.2 | 13,210.2 |
| 59 | 250x16x5 mm | Each | 28 | 308 | 8,624 |
| 60 | Providing and fixing bright finished 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 | 6 | 854.65 | 5,127.9 |
| 61 | 125 mm | Each | 45 | 256.65 | 11,549.25 |
| 62 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 6 | 121.65 | 729.9 |
| 63 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 27 | 1,124.85 | 30,370.95 |
| 64 | Single rubber stopper | Each | 27 | 39.6 | 1,069.2 |
| 65 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 6 | 570.95 | 3,425.7 |
| 66 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 6 | 3,720.75 | 22,324.5 |
| 67 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 270 | 10,993.55 | 29,68,258.5 |
| 68 | Using R4 series with frame (64mm & above ) x (50mm & above) & mullion (64mm & above) x (70mm & above). (Height above 2.5 meter) | Sqm | 18 | 6,528.8 | 1,17,518.4 |
| 69 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board12 mm thick confirming to IS:14587 | Sqm | 60 | 1,956.9 | 1,17,414 |
| 70 | 125 mm | Each | 5 | 119.2 | 596 |
| 71 | 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 | 600 | 133.7 | 80,220 |
| 72 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 30 | 226 | 6,780 |
| 73 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 50 | 97.2 | 4,860 |
| 74 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 50 | 172.6 | 8,630 |
| 75 | M.S. tube | Kg | 100 | 196.8 | 19,680 |
| 76 | G.I. pipes | Kg | 50 | 203.05 | 10,152.5 |
| 77 | 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 | 150 | 772.4 | 1,15,860 |
| 78 | 4.0 mm thick glass panes | Sqm | 20 | 1,064.65 | 21,293 |
| 79 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 50 | 614.2 | 30,710 |
| 80 | 18 mm thick | Sqm | 30 | 662.05 | 19,861.5 |
| 81 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 100 | 8,595.15 | 8,59,515 |
| 82 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 720 | 1,483.6 | 10,68,192 |
| 83 | Dark shade pigment using ordinary cement | Sqm | 80 | 1,442.15 | 1,15,372 |
| 84 | Acid and alkali resistant tile | Sqm | 180 | 1,738.15 | 3,12,867 |
| 85 | Acid and alkali resistant tile | Sqm | 170 | 1,884.9 | 3,20,433 |
| 86 | 8 mm thick | Sqm | 40 | 1,475.35 | 59,014 |
| 87 | Size of Tile 600x600 mm | Sqm | 1400 | 1,553.45 | 21,74,830 |
| 88 | Size of Tile 1000x1000 mm | Sqm | 1050 | 2,089.65 | 21,94,132.5 |
| 89 | Size of Tile 500x500 mm | Sqm | 100 | 1,593.9 | 1,59,390 |
| 90 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 300 | 4,481.3 | 13,44,390 |
| 91 | 75 mm diameter | Metre | 40 | 248.8 | 9,952 |
| 92 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 93 | 110 mm | Each | 30 | 136.15 | 4,084.5 |
| 94 | 110 mm | Each | 10 | 127.6 | 1,276 |
| 95 | 75 mm bend | Each | 4 | 105.9 | 423.6 |
| 96 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 97 | 110 mm Shoe | Each | 30 | 131.85 | 3,955.5 |
| 98 | 75 mm | Each | 20 | 369.85 | 7,397 |
| 99 | 110 mm | Each | 150 | 371.3 | 55,695 |
| 100 | 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 | 200 | 738.65 | 1,47,730 |
| 101 | Ridges plain (500 - 600mm) | Metre | 30 | 532.35 | 15,970.5 |
| 102 | Barge board (Upto 300 mm) | Metre | 30 | 451.5 | 13,545 |
| 103 | Crimp curve | Sqm | 45 | 496.75 | 22,353.75 |
| 104 | Gutter (600 mm over all girth) | Metre | 10 | 1,313.7 | 13,137 |
| 105 | 1:4 (1 cement: 4 fine sand) | Sqm | 3600 | 347.05 | 12,49,380 |
| 106 | 1:3 (1 cement : 3 fine sand) | Sqm | 3700 | 300.45 | 11,11,665 |
| 107 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3600 | 262.7 | 9,45,720 |
| 108 | Flush/ Ruled pointing | Sqm | 100 | 385.4 | 38,540 |
| 109 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 6900 | 193.7 | 13,36,530 |
| 110 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 152 | 176.25 | 26,790 |
| 111 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 62 | 170.7 | 10,583.4 |
| 112 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 4 | 36.1 | 144.4 |
| 113 | New work (two or more coats) | Sqm | 4 | 54.4 | 217.6 |
| 114 | Two or more coats on new works including a coat of wood filler | Sqm | 120 | 446.25 | 53,550 |
| 115 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 570 | 2,434.25 | 13,87,522.5 |
| 116 | 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 | 800 | 3,551.25 | 28,41,000 |
| 117 | In cement mortar | cum | 150 | 2,060.2 | 3,09,030 |
| 118 | In cement mortar | cum | 120 | 2,458.95 | 2,95,074 |
| 119 | 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 | 4000 | 5.65 | 22,600 |
| 120 | Water bound macadam road | Sqm | 500 | 217.45 | 1,08,725 |
| 121 | bituminous road | Sqm | 500 | 428.5 | 2,14,250 |
| 122 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 100 | 2,818.9 | 2,81,890 |
| 123 | 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 | 250 | 263.95 | 65,987.5 |
| 124 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 8000 | 218.9 | 17,51,200 |
| 125 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 550 | 1,046.95 | 5,75,822.5 |
| 126 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 2000 | 13.45 | 26,900 |
| 127 | On bituminous surface @ 0.25kg/sqm | Sqm | 2000 | 9.2 | 18,400 |
| 128 | With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 | Sqm | 500 | 279.9 | 1,39,950 |
| 129 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 600 | 11,098.45 | 66,59,070 |
| 130 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge. | Each | 230 | 206.3 | 47,449 |
| 131 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 74 | 11,129.55 | 8,23,586.7 |
| 132 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 70 | 12,126.2 | 8,48,834 |
| 133 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | Each | 10 | 7,183.35 | 71,833.5 |
| 134 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 10 | 5,559.75 | 55,597.5 |
| 135 | Overhead informatory road signage | Sqm | 2 | 5,879.9 | 11,759.8 |
| 136 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro - reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. | Each | 2 | 8,154.35 | 16,308.7 |
| 137 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 70 | 747.8 | 52,346 |
| 138 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 120 | 972 | 1,16,640 |
| 139 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 50 | 10,117.6 | 5,05,880 |
| 140 | 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 | 200 | 9,823.8 | 19,64,760 |
| 141 | With material conforming to Grade- I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 310 | 2,784 | 8,63,040 |
| 142 | With material conforming to Grade- II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 2000 | 2,924.85 | 58,49,700 |
| 143 | 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 | 1735 | 2,914.3 | 50,56,310.5 |
| 144 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 145 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 146 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 6,258.75 | 25,035 |
| 147 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 6 | 12,071.75 | 72,430.5 |
| 148 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 6 | 1,879.2 | 11,275.2 |
| 149 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 3 | 349.15 | 1,047.45 |
| 150 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 5 | 1,034.8 | 5,174 |
| 151 | Flat back wash basin size 450x300 mm | Each | 3 | 627 | 1,881 |
| 152 | 40 mm dia | Each | 6 | 119.55 | 717.3 |
| 153 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 2 | 1,607.95 | 3,215.9 |
| 154 | Rectangular shape 453x357 mm | Each | 2 | 1,361.8 | 2,723.6 |
| 155 | Rectangular shape 1500x450 mm | Each | 2 | 2,093 | 4,186 |
| 156 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 2 | 1,083.5 | 2,167 |
| 157 | C.P. brass | Each | 6 | 803.7 | 4,822.2 |
| 158 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 6 | 1,151.9 | 6,911.4 |
| 159 | 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 | 4 | 168.35 | 673.4 |
| 160 | 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 | 2 | 231.95 | 463.9 |
| 161 | 15 mm nominal dia Pipes | Metre | 50 | 286.8 | 14,340 |
| 162 | 20 mm nominal dia Pipes | Metre | 30 | 335 | 10,050 |
| 163 | 25 mm nominal dia Pipes | Metre | 30 | 401.55 | 12,046.5 |
| 164 | 40 mm nominal dia Pipes | Metre | 20 | 702.95 | 14,059 |
| 165 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 166 | 20 mm nominal dia Pipes | Metre | 30 | 537.6 | 16,128 |
| 167 | 25 mm nominal dia Pipes | Metre | 20 | 627.25 | 12,545 |
| 168 | 50 mm nominal dia Pipes | Metre | 40 | 794.25 | 31,770 |
| 169 | 100 mm nominal dia Pipes | Metre | 20 | 3,271.7 | 65,434 |
| 170 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| 171 | 20 mm dia nominal bore | Metre | 100 | 635.2 | 63,520 |
| 172 | 15 mm dia nominal bore | Metre | 5 | 322.15 | 1,610.75 |
| 173 | 40 mm dia nominal bore | Metre | 120 | 617.05 | 74,046 |
| 174 | 15 mm nominal bore | Each | 6 | 353.25 | 2,119.5 |
| 175 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 176 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 177 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| 178 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 179 | 15 mm nominal bore | Each | 6 | 406.85 | 2,441.1 |
| 180 | 20 mm nominal bore | Each | 4 | 462.5 | 1,850 |
| 181 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 182 | Horizontal | Each | 4 | 952.6 | 3,810.4 |
| 183 | Vertical | Each | 4 | 1,134.7 | 4,538.8 |
| 184 | Horizontal | Each | 2 | 1,371.2 | 2,742.4 |
| 185 | Vertical | Each | 2 | 1,445.15 | 2,890.3 |
| 186 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 6 | 10,862.4 | 65,174.4 |
| 187 | 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 | 10000 | 11 | 1,10,000 |
| 188 | 15 mm nominal bore | Each | 5 | 506.8 | 2,534 |
| 189 | 15 mm nominal bore | Each | 4 | 820.7 | 3,282.8 |
| 190 | 15mm nominal bore | Each | 2 | 574.3 | 1,148.6 |
| 191 | 250 mm diameter | Metre | 10 | 1,505.6 | 15,056 |
| 192 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 2,707.65 | 10,830.6 |
| 193 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 2,734.2 | 10,936.8 |
| 194 | 150 mm dia. R.C.C. pipe | Metre | 10 | 556.45 | 5,564.5 |
| 195 | 300 mm dia. R.C.C. pipe | Metre | 10 | 994.3 | 9,943 |
| 196 | With Sewer bricks conforming to IS : 4885 | Each | 4 | 26,244.7 | 1,04,978.8 |
| 197 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 8,150.5 | 32,602 |
| 198 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 26,861.9 | 1,07,447.6 |
| 199 | 450 mm dia RCC pipes. | Metre | 20 | 2,676.55 | 53,531 |
| 200 | 600 mm dia RCC pipes. | Metre | 20 | 3,401.25 | 68,025 |
| 201 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 20 | 530.9 | 10,618 |
| 202 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,505.25 | 15,052.5 |
| 203 | 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 | 200 | 688.9 | 1,37,780 |
| 204 | 300 mm dia | Metre | 250 | 707.75 | 1,76,937.5 |
| 205 | 300 mm dia | Metre | 125 | 1,695.1 | 2,11,887.5 |
| 206 | 300 mm dia | Metre | 625 | 825.7 | 5,16,062.5 |
| 207 | 100 mm nominal size dia | Metre | 625 | 672.3 | 4,20,187.5 |
| 208 | 150 mm nominal size dia | Metre | 250 | 793.25 | 1,98,312.5 |
| 209 | 200 mm nominal size dia | Metre | 1250 | 1,113.35 | 13,91,687.5 |
| 210 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 50 | 1,509.8 | 75,490 |
| 211 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 25 | 1,538.25 | 38,456.25 |
| 212 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 25 | 1,538.25 | 38,456.25 |
| 213 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 5 | 1,399.95 | 6,999.75 |
| 214 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 125 | 2,442.75 | 3,05,343.75 |
| 215 | 150 mm dia | Each | 18 | 246.45 | 4,436.1 |
| 216 | 150 mm clamp | Each | 5 | 2,019.05 | 10,095.25 |
| 217 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1480 | 9,844.65 | 1,45,70,082 |
| 218 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 280 | 1,099.15 | 3,07,762 |
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