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Tender Value
₹27.0 Cr
EMD Value
₹15.0 L
Closing Date
23 Dec 2025, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER SEC
18 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.
Defination of Similar Work :- Any building work including building electrification works. Component of civil portion is Rs.243849268.10 and component of Electrical portion is Rs.26221278/- O R Any building work without building electrification works for the tendered value of Rs.270070546.10. On award of contract, the tenderer should engage sub-contractor who should be able to execute electrical work of Rs.26221278/- in accordance with Para 7 (a) (i) & (ii) of Part-II of IRSGCC- 2022
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.
Bangalore-Setting up of 'safety village' for training of break down officials in disaster management at IRIDM - HEJJALA - Balance works of: Administrative Block / Hostel / Sports Complex / Quarters / Station Building / Roads / Bridges,Drains etc.New Works of :Rain water Harvesting / STP / Multi Purpose Hall / alterations in Existing Rooms / Supervisor & Officer blocks / New Halt Station works etc. Accident demonstration open theatre for demonstration of accidents with 140T DBHD crane / Covered shed of total size 40.00m x 12.00m for stabling Gottwald Design 140T on capacity Crane on HJL siding etc., including Electric works (Composite work)
HJS-DMISV-07R~SWR
HJS-DMISV-07R
Open
Works - General
24 Months
Dharwad, Karnataka
₹0
₹15.0 L
23 Dec 2025
1 Dec 2025
9 Dec 2025
502 items across 10 schedules · ₹28,17,95,101.86 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 477 | 411.3 | 1,96,190.1 |
| 2 | All kinds of soil | cum | 1346 | 205.45 | 2,76,535.7 |
| 3 | All kinds of soil. | cum | 7864 | 286.85 | 22,55,788.4 |
| 4 | Ordinary rock | cum | 3870 | 523.5 | 20,25,945 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 502 | 253.95 | 1,27,482.9 |
| 6 | All kinds of soil | cum | 227 | 104.5 | 23,721.5 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 222 | 2,161.2 | 4,79,786.4 |
| 8 | 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 | 7100 | 14.5 | 1,02,950 |
| 9 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 150 | 257.55 | 38,632.5 |
| 10 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 360 | 253.95 | 91,422 |
| 11 | 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 | 378 | 7,783.65 | 29,42,219.7 |
| 12 | 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 | 440.5 | 7,365.15 | 32,44,348.58 |
| 13 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 251 | 7,226.95 | 18,13,964.45 |
| 14 | 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 | 238.5 | 6,833.4 | 16,29,765.9 |
| 15 | 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 | 1650 | 6,670.25 | 1,10,05,912.5 |
| 16 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 20 | 6,326.05 | 1,26,521 |
| 17 | 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 | 237 | 9,793.75 | 23,21,118.75 |
| 18 | 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 | 71 | 9,375.2 | 6,65,639.2 |
| 19 | Foundations, footings, bases for columns | Sqm | 156 | 307.95 | 48,040.2 |
| 20 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 83 | 669.55 | 55,572.65 |
| 21 | Columns, piers, abutments, pillars, posts and struts | Sqm | 477 | 804.25 | 3,83,627.25 |
| 22 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 30 | 370.85 | 11,125.5 |
| 23 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 235 | 57.15 | 13,430.25 |
| 24 | 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 | 209 | 8,364.2 | 17,48,117.8 |
| 25 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1285 | 307.95 | 3,95,715.75 |
| 26 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 9238 | 669.55 | 61,85,302.9 |
| 27 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1873 | 766.55 | 14,35,748.15 |
| 28 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1883 | 608.35 | 11,45,523.05 |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1319 | 804.25 | 10,60,805.75 |
| 30 | Stairs, (excluding landings) except spiral- staircases | Sqm | 26 | 657.75 | 17,101.5 |
| 31 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 224 | 814.95 | 1,82,548.8 |
| 32 | 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 | 123 | 9,673.5 | 11,89,840.5 |
| 33 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering 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 | 125 | 12,321.25 | 15,40,156.25 |
| 34 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering 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 | 38 | 10,817.1 | 4,11,049.8 |
| 35 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1960 | 8,683.8 | 1,70,20,248 |
| 36 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 853 | 10,306.2 | 87,91,188.6 |
| 37 | Providing and laying Autoclaved Aerated concrete blocks (AAC) masonry 150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650 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 seperately). | cum | 1383 | 6,994.15 | 96,72,909.45 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1327 | 6,653.45 | 88,29,128.15 |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 609.5 | 8,275.7 | 50,44,039.15 |
| 40 | Area of slab over 0.50 sqm | Sqm | 102 | 4,425.35 | 4,51,385.7 |
| 41 | Granite work | Metre | 66 | 418.85 | 27,644.1 |
| 42 | 30mm thick Red sand stone | Sqm | 10 | 2,639.45 | 26,394.5 |
| 43 | 25 mm thick | Sqm | 250 | 1,731.45 | 4,32,862.5 |
| 44 | 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 | 4111 | 1,063.45 | 43,71,842.95 |
| 45 | Second class teak wood | cum | 6.4 | 1,31,576.95 | 8,42,092.48 |
| 46 | 30 mm thick shutters | Sqm | 10 | 3,360.7 | 33,607 |
| 47 | Second class teak wood | Sqm | 9.5 | 2,998.3 | 28,483.85 |
| 48 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 30 | 1,897.1 | 56,913 |
| 49 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 10 | 1,521.6 | 15,216 |
| 50 | 35 mm thick | Sqm | 6 | 4,458.4 | 26,750.4 |
| 51 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick. (weight not less than 10 kg per sqm) | Sqm | 6 | 275.6 | 1,653.6 |
| 52 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 333 | 3,086.1 | 10,27,671.3 |
| 53 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 7 | 2,512.35 | 17,586.45 |
| 54 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 14 | 1,881.95 | 26,347.3 |
| 55 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 620 | 1,830 | 11,34,600 |
| 56 | On one side only | Sqm | 669 | 408.05 | 2,72,985.45 |
| 57 | 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 | 389 | 401.4 | 1,56,144.6 |
| 58 | 25 mm dia | Metre | 362 | 482.3 | 1,74,592.6 |
| 59 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 6328 | 197.7 | 12,51,045.6 |
| 60 | 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 20mm nominal size). | Each | 579 | 194.35 | 1,12,528.65 |
| 61 | 250x10 mm | Each | 339 | 374.35 | 1,26,904.65 |
| 62 | 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 | 87 | 723.8 | 62,970.6 |
| 63 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 277 | 63.65 | 17,631.05 |
| 64 | 125 mm | Each | 198 | 205.1 | 40,609.8 |
| 65 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 138 | 109.6 | 15,124.8 |
| 66 | 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 | 4 | 817.5 | 3,270 |
| 67 | 250x16 mm | Each | 8 | 234.9 | 1,879.2 |
| 68 | 250x10 mm | Each | 8 | 104.4 | 835.2 |
| 69 | 150x10 mm | Each | 12 | 75.55 | 906.6 |
| 70 | 125 mm | Each | 14 | 60.05 | 840.7 |
| 71 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: (part 3) (Board with BIS certification marks) | Sqm | 25 | 1,797.65 | 44,941.25 |
| 72 | Triple strip vertical type | Each | 250 | 44.85 | 11,212.5 |
| 73 | Extruded section profile size 42x50 mm | Metre | 168 | 280.7 | 47,157.6 |
| 74 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (+/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (+/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 58 | 2,612.2 | 1,51,507.6 |
| 75 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 90 | 702.6 | 63,234 |
| 76 | 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 | 31 | 3,496.75 | 1,08,399.25 |
| 77 | With 12 mm mild steel U beading | Sqm | 49 | 1,051.75 | 51,535.75 |
| 78 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 85.5 | 7,249.9 | 6,19,866.45 |
| 79 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 25 | 10,030.3 | 2,50,757.5 |
| 80 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 513 | 9,642.6 | 49,46,653.8 |
| 81 | Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) | Sqm | 4 | 6,882.4 | 27,529.6 |
| 82 | Providing and fixing panelling or paneling 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 Board 12 mm thick confirming to IS:14587 | Sqm | 17 | 1,693.3 | 28,786.1 |
| 83 | 18 mm thick | Sqm | 744 | 1,215.75 | 9,04,518 |
| 84 | 200 mm | Each | 7 | 153.15 | 1,072.05 |
| 85 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 550 | 93.05 | 51,177.5 |
| 86 | 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 | 47800 | 111.95 | 53,51,210 |
| 87 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 16 | 9,397.35 | 1,50,357.6 |
| 88 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 26 | 3,008.8 | 78,228.8 |
| 89 | Providing and fixing ball bearing for rolling shutters. | Each | 2 | 424.2 | 848.4 |
| 90 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 26 | 1,108.7 | 28,826.2 |
| 91 | Hot finished welded type tubes | Kg | 13100 | 154.9 | 20,29,190 |
| 92 | Hot finished seamless type tubes | Kg | 69880 | 168.95 | 1,18,06,226 |
| 93 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 330 | 88.5 | 29,205 |
| 94 | Providing and fixing bolts including nuts and washers complete. | Kg | 500 | 140.15 | 70,075 |
| 95 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 46368 | 142.3 | 65,98,166.4 |
| 96 | M.S. tube | Kg | 150 | 157.15 | 23,572.5 |
| 97 | 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, i/c 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 | 1359 | 612.25 | 8,32,047.75 |
| 98 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 433 | 928.65 | 4,02,105.45 |
| 99 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 235 | 7,958.65 | 18,70,282.75 |
| 100 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 598 | 69.3 | 41,441.4 |
| 101 | Dark shade pigment using ordinary cement | Sqm | 471 | 1,218.65 | 5,73,984.15 |
| 102 | Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. | Sqm | 309 | 102.1 | 31,548.9 |
| 103 | Dark shade pigment using ordinary cement | Sqm | 265 | 983.95 | 2,60,746.75 |
| 104 | 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing blocks in position after dipping in hot bitumen (blown type) up to half depth, planed, levelled smooth and finished complete. | Sqm | 186 | 10,543.4 | 19,61,072.4 |
| 105 | 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 | 10 | 935.6 | 9,356 |
| 106 | Size of Tile 600x600 mm | Sqm | 736 | 1,416.65 | 10,42,654.4 |
| 107 | Size of Tile 800x800 mm | Sqm | 2550 | 1,879.95 | 47,93,872.5 |
| 108 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 707 | 2,589.9 | 18,31,059.3 |
| 109 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 20 | 3,908.8 | 78,176 |
| 110 | In 75x75 mm deep chase | Metre | 40 | 260.2 | 10,408 |
| 111 | Flat surfaces | Sqm | 500 | 1,421.25 | 7,10,625 |
| 112 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 75 | 485.75 | 36,431.25 |
| 113 | Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres height from floor level. | sqm per metre height | 150 | 218.9 | 32,835 |
| 114 | 75 mm diameter | Metre | 27 | 213 | 5,751 |
| 115 | 110 mm diameter | Metre | 2361 | 319.75 | 7,54,929.75 |
| 116 | 75 mm | Each | 5 | 79.8 | 399 |
| 117 | 110 mm | Each | 300 | 119.95 | 35,985 |
| 118 | 75x75x75 mm | Each | 5 | 124.2 | 621 |
| 119 | 110x110x110 mm | Each | 7 | 190.75 | 1,335.25 |
| 120 | 75 mm bend | Each | 5 | 91.8 | 459 |
| 121 | 110 mm bend | Each | 307 | 132 | 40,524 |
| 122 | 110 mm Shoe | Each | 264 | 115.95 | 30,610.8 |
| 123 | 75 mm | Each | 10 | 310.85 | 3,108.5 |
| 124 | 110 mm | Each | 1185 | 309.5 | 3,66,757.5 |
| 125 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 905 | 1,145.95 | 10,37,084.75 |
| 126 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 235 | 1,179.25 | 2,77,123.75 |
| 127 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 4637 | 671.55 | 31,13,977.35 |
| 128 | Ridges plain (500 - 600mm) | Metre | 152 | 450.6 | 68,491.2 |
| 129 | Gutter (600 mm over all girth) | Metre | 346 | 1,110.6 | 3,84,267.6 |
| 130 | 1:6 (1 cement: 6 fine sand) | Sqm | 13774 | 282 | 38,84,268 |
| 131 | 1:6 (1 cement: 6 fine sand) | Sqm | 8227 | 382.1 | 31,43,536.7 |
| 132 | 1:3 (1 cement : 3 fine sand) | Sqm | 2084 | 253.05 | 5,27,356.2 |
| 133 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 16337 | 214.3 | 35,01,019.1 |
| 134 | Flush/ Ruled pointing | Sqm | 1750 | 319.35 | 5,58,862.5 |
| 135 | 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 | 35128 | 158.95 | 55,83,595.6 |
| 136 | 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 | 582 | 144.9 | 84,331.8 |
| 137 | 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 | 3325 | 140.05 | 4,65,666.25 |
| 138 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 425 | 61.45 | 26,116.25 |
| 139 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 3465 | 55.5 | 1,92,307.5 |
| 140 | Two or more coats on new work | Sqm | 5390 | 131.45 | 7,08,515.5 |
| 141 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. | Sqm | 200 | 217.5 | 43,500 |
| 142 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 100 | 540.35 | 54,035 |
| 143 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | Sqm | 1429 | 2.85 | 4,072.65 |
| 144 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 20 | 325.95 | 6,519 |
| 145 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 80 | 2,007.1 | 1,60,568 |
| 146 | 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 | 15 | 2,928.1 | 43,921.5 |
| 147 | In cement mortar | cum | 55 | 1,698.45 | 93,414.75 |
| 148 | In cement mortar | cum | 39 | 2,027.1 | 79,056.9 |
| 149 | Of area 3 sq. metres and below | Each | 31 | 302.7 | 9,383.7 |
| 150 | Of area beyond 3 sq. metres | Each | 4 | 414.55 | 1,658.2 |
| 151 | Of sectional area 40 square centimetres and above | cum | 1 | 3,674.5 | 3,674.5 |
| 152 | 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 | 1693 | 4.65 | 7,872.45 |
| 153 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 6 | 219.75 | 1,318.5 |
| 154 | Up to 10 mm thick | Sqm | 205 | 50.35 | 10,321.75 |
| 155 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 1476 | 45.05 | 66,493.8 |
| 156 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 60 | 46.5 | 2,790 |
| 157 | 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 | 151 | 219.35 | 33,121.85 |
| 158 | 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 earthwith lead upto 50 metres. | Sqm | 2270 | 180.5 | 4,09,735 |
| 159 | With road roller/ hand roller | Sqm | 750 | 21.8 | 16,350 |
| 160 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 5228 | 45.2 | 2,36,305.6 |
| 161 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 5228 | 36.6 | 1,91,344.8 |
| 162 | 25 mm thick | Sqm | 60 | 726.95 | 43,617 |
| 163 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 5228 | 79.85 | 4,17,455.8 |
| 164 | Cement concrete prepared with batch mixing machine | cum | 122 | 9,492.9 | 11,58,133.8 |
| 165 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 2050 | 4.7 | 9,635 |
| 166 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 2813 | 303.65 | 8,54,167.45 |
| 167 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 474 | 7,756.4 | 36,76,533.6 |
| 168 | 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 | 6,281.6 | 12,563.2 |
| 169 | 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 | 248 | 623.8 | 1,54,702.4 |
| 170 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 209 | 8,613.55 | 18,00,231.95 |
| 171 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Sqm | 1765 | 901.65 | 15,91,412.25 |
| 172 | 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 1772 | 2,803.65 | 49,68,067.8 |
| 173 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 3446 | 1,011.2 | 34,84,595.2 |
| 174 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 48 | 5,540.55 | 2,65,946.4 |
| 175 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 18 | 5,268.85 | 94,839.3 |
| 176 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 3 | 7,752.6 | 23,257.8 |
| 177 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 49 | 2,275 | 1,11,475 |
| 178 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 3 | 1,913.75 | 5,741.25 |
| 179 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 33 | 1,500.05 | 49,501.65 |
| 180 | 510x1040 mm bowl depth 250 mm | Each | 15 | 6,008.45 | 90,126.75 |
| 181 | Orissa pattern W.C. pan of size 580x440 mm | Each | 3 | 2,758.2 | 8,274.6 |
| 182 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 54 | 299.35 | 16,164.9 |
| 183 | 10 litre capacity - White | Each | 3 | 1,023.05 | 3,069.15 |
| 184 | 32 mm dia | Each | 49 | 104.35 | 5,113.15 |
| 185 | 40 mm dia | Each | 3 | 104.35 | 313.05 |
| 186 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 100 | 45.25 | 4,525 |
| 187 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 61 | 1,411.15 | 86,080.15 |
| 188 | C.P. brass | Each | 51 | 680.8 | 34,720.8 |
| 189 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 234 | 1,018.05 | 2,38,223.7 |
| 190 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 63 | 325.1 | 20,481.3 |
| 191 | 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 | 67 | 146.3 | 9,802.1 |
| 192 | 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 | 56 | 204.7 | 11,463.2 |
| 193 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 57 | 600.35 | 34,219.95 |
| 194 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 157 | 1,689.5 | 2,65,251.5 |
| 195 | 15 mm nominal dia Pipes | Metre | 14 | 255.9 | 3,582.6 |
| 196 | 20 mm nominal dia Pipes | Metre | 14 | 325.1 | 4,551.4 |
| 197 | 25 mm nominal dia Pipes | Metre | 34 | 408.55 | 13,890.7 |
| 198 | 50 mm nominal dia Pipes | Metre | 14 | 927 | 12,978 |
| 199 | 15 mm nominal dia Pipes | Metre | 373 | 441.15 | 1,64,548.95 |
| 200 | 20 mm nominal dia Pipes | Metre | 488 | 513.75 | 2,50,710 |
| 201 | 25 mm nominal dia Pipes | Metre | 193 | 626.05 | 1,20,827.65 |
| 202 | 25 mm nominal dia Pipes | Metre | 25 | 370.65 | 9,266.25 |
| 203 | 50 mm nominal dia Pipes | Metre | 35 | 811.85 | 28,414.75 |
| 204 | 100 mm nominal dia Pipes | Metre | 414 | 2,811.75 | 11,64,064.5 |
| 205 | 20 mm dia nominal bore | Metre | 130 | 373.35 | 48,535.5 |
| 206 | 25 mm dia nominal bore | Metre | 553 | 491.2 | 2,71,633.6 |
| 207 | 50 mm dia nominal bore | Metre | 527 | 893.2 | 4,70,716.4 |
| 208 | 50 mm dia nominal bore | Metre | 685 | 654.2 | 4,48,127 |
| 209 | 15 mm nominal bore | Each | 7 | 303.85 | 2,126.95 |
| 210 | 25 mm nominal bore | Each | 38 | 532.35 | 20,229.3 |
| 211 | 20 mm nominal bore | Each | 11 | 461.75 | 5,079.25 |
| 212 | 50 mm nominal bore | Each | 42 | 878.25 | 36,886.5 |
| 213 | 15 mm nominal bore | Each | 67 | 348.85 | 23,372.95 |
| 214 | 20 mm nominal bore | Each | 63 | 397.45 | 25,039.35 |
| 215 | 25 mm nominal bore | Each | 2 | 399.15 | 798.3 |
| 216 | 150 mm diameter | Each | 35 | 190.1 | 6,653.5 |
| 217 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to IS : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. | Litre | 11900 | 9.7 | 1,15,430 |
| 218 | 15 mm nominal bore | Each | 48 | 434.2 | 20,841.6 |
| 219 | 15 mm nominal bore | Each | 52 | 708.4 | 36,836.8 |
| 220 | 15mm nominal bore | Each | 30 | 500.35 | 15,010.5 |
| 221 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 75 | 169.7 | 12,727.5 |
| 222 | 150 mm diameter | Metre | 621 | 591.4 | 3,67,259.4 |
| 223 | 250 mm diameter | Metre | 681 | 1,293.9 | 8,81,145.9 |
| 224 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 29 | 2,534 | 73,486 |
| 225 | 150 mm dia. R.C.C. pipe | Metre | 795 | 493.1 | 3,92,014.5 |
| 226 | 300 mm dia. R.C.C. pipe | Metre | 929 | 902.05 | 8,38,004.45 |
| 227 | 600 mm dia. R.C.C. pipe | Metre | 75 | 2,098.1 | 1,57,357.5 |
| 228 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 55 | 11,687.1 | 6,42,790.5 |
| 229 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 54 | 49,193 | 26,56,422 |
| 230 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. | Each | 770 | 487.1 | 3,75,067 |
| 231 | For pipes 100 to 250 mm diameter | Each | 11 | 683.7 | 7,520.7 |
| 232 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 20 | 5,589.45 | 1,11,789 |
| 233 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 28,029.15 | 3,36,349.8 |
| 234 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 1 | 2,940.2 | 2,940.2 |
| 235 | 900 mm dia RCC pipes. | Metre | 97 | 4,821.65 | 4,67,700.05 |
| 236 | 1800 mm dia RCC pipes. (Laying by manual/ machenical means) | Metre | 13 | 14,292.75 | 1,85,805.75 |
| 237 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 1949 | 474.15 | 9,24,118.35 |
| 238 | For vertical surface two coats @ 0.70 kg per sqm | Sqm | 3386 | 406.25 | 13,75,562.5 |
| 239 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 746 | 311.5 | 2,32,379 |
| 240 | 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 | 2916 | 1,302.3 | 37,97,506.8 |
| 241 | With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | Sqm | 180 | 1,690.45 | 3,04,281 |
| 242 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 2875 | 793.25 | 22,80,593.75 |
| 243 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 180 | 8,086.6 | 14,55,588 |
| 244 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 20 | 913.6 | 18,272 |
| 245 | Frame size 45 x 85 mm | Metre | 25 | 832.95 | 20,823.75 |
| 246 | 30 mm thick | Sqm | 10 | 3,954 | 39,540 |
| Schedule total | ₹22,04,00,749.16 | ||||
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