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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹32.0 Cr
EMD Value
₹17.5 L
Closing Date
10 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GENERAL
22 conditions · 3 needing a document upload
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. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
If JV firms are allowed to participate, Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of Part-I of IRSGCC-2022 [including upto ACS no.10]
NOTE: If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
(a)The tenderer must have successfully completed or substantially completed any of the following categories of works during last 07 (seven) years, ending last day of month previous to the one in which tender is invited[Even though the work might have commenced before the qualifying period]: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Defination of Similar Work :- Any Civil Engineering Work (excluding Track works / zonal works)
The total value of similar nature of work completed during the qualifying period and not the payments received within qualifying period alone, shall be considered. In case, final Bill of similar nature of work has not been passed and final measurements have not been recorded, the paid amount including statutory deductions will be considered. If final measurements have been recorded and work has been completed with negative variation, then also the paid amount including statutory deductions will be considered. However, if final measurements have been recorded and work has been completed with positive variation but variation has not been sanctioned, original agreement value or last sanctioned agreement value whichever is lower shall be considered for judging eligibility.
In case JV firms are allowed to participate, Technical Eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.1 of Part-I of IRSGCC-2022 [including upto ACS no.10]
The works executed by tenderer for any Govt. / Govt. bodies / PSUs and public listed company (as detailed in Note for Para No.10.1 of part-I of IRSGCC 2022 including upto ACS no.10) shall only be considered for fulfilling of Technical Eligibility Criteria.
The work experience certificate shall be in the name and style of the tenderer participating or as per provisions under Clause 17.15 of Part-I of IRSGCC 2022 (including upto ACS no.10) for JV Firm, if eligible to 1.4.1 participate. However, in case the tenderer is submitting the certificate issued to a JV firm of which the tenderer is a member, the credentials proportionate to his share in the JV will be considered. The tenderer shall submit an attested copy of relevant JV Agreement along with the Tender.
The work experience certificate shall be issued by an officer not below the rank of JA Grade or Bill passing Officer in Railways and Bill passing 1.4.2 Officer/Executive In-charge of work in other Govt. / Govt. bodies / PSUs. The certificate should bear the signature and seal of the issuing officer, name of the department etc.
Note for Para No.10.1 of Part-I of IRSGCC (including upto ACS no.10); 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 atleast 5 years prior to the date of closing of tender, shall also 1.4.3 be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. 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.
43 conditions · 8 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90 days beyond the bid validity period. Tenderers may refer Para 5 of IRSGCC -2022 -Part-I (including up to ACS no.10) for other details in regard to payment of bid security. The original Bank Guarantee should be delivered in person to Dy.CE/C/Plg./SC, Room no.206A, 2nd floor, Rail Nirman Nilayam, S.C. Railway, Secunderabad -500025. Note: As per ACS no.5 issued by Railway Board vide letter No.2022/CE-I/CT/GCC- 2022/Policy dt.20.10.2023, "The original Bank Guarantee should be delivered in person to the oficial nominated as indicated in the tender document before closing date for submission of bids (i.e., excluding the last date of submission of bids (Authority: PCE/SC's lr.no.W.496/Policy/Vol.IX, dt:31.05.2024).
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.
Following documents shall be enclosed
In case of Sole Proprietorship Firm, the documents to be attached with the tender are: (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 documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC 2022(Including upto ACS no.10)
In case, the tenderer is bidding on behalf of HUF the documents to be attached with the tender are : (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 member of JV in which the HUF was / is a 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 the Tender Form (Second Sheet) of IRSGCC 2022 (Including upto ACS no.10)
In case, the Tenderer is a Partnership Firm, the following documents shall be submitted: (i)A notarized copy of the Partnership Deed or a copy of the Partnership Deed registered with the Registrar. (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 General Conditions of Contract.(iv)All other documents as mentioned in Para 18 of the tender form (second sheet) of IRSGCC- 2022(Including upto ACS no.10)
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 of Para 10 of Tender form(2nd sheet) of IRSGCC- April-2022 Part- I(Including upto ACS no.10). (vi) All other documents as per Clause 14 of IRSGCC -April -2022- Part I (including upto ACS no.10)
In case the Tenderer is a Company registered under Companies Act-2013:-The tenderer(s) shall submit 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(Including ACS no.10) (vi) All other documents as per Clause 14 of IRSGCC -April -2022- Part I(including upto ACS no.10)
In case the Tenderer is a Registered Society & Registered Trust, the following documents shall be submitted: (i)A copy of 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) A Copy of rules and regulations of the society (v)All other documents in terms of Para 10 of Tender form(2nd sheet) of IRSGCC- April-2022 Part- I(Including upto ACS no.10). (v) All other documents as per Clause 14 of IRSGCC -April -2022- Part-I(Including upto ACS no.10).
In case JV Firms are allowed to participate: JV firm should upload Memorandum of Understanding [MOU] as per the format attached as annexure to the tender in DOCUMENTS. Submission of all other documents by JV firm / Members of JV should also be as per Cl.No.17.14 of Part-I of IRSGCC-2022(Including upto ACS no.10)
Uploading of other relevant documents connected to the tender; such as Declaration regarding employment of Retired Engineer/ Retired Railway officer, NEFT Form, List of Personnel/Organization, List of Plant/ machinery, (As per the formats attached in the list of Documents whatever attached and remaining in their own format to be submitted)etc
The successful bidder shall submit "Performance Guarantee" amounting to FIVE percent (5%) of contract value after award of the work.
The General Conditions of Contract governing the performance of the works covered by this tender are the IRS GCC-2022 [including upto ACS no.10]. A soft copy of the Indian Railway Standard General conditions of Contract is uploaded in the attached documents to the tender for reference. Hard copy of IRSGCC (with up-to-date correction slip) may be perused in the office of the Chief Administrative Officer/ Construction/ South Central Railway / Secunderabad - 500071. The tenderer/s is/are deemed to have kept himself/themselves fully Informed of the provisions of the IRS General conditions of Contract including all corrections and Amendments issued up to date (as on date, IRS GCC-2022 upto ACS no.10 shall be considered) while submission of offer and any claim that he/they is/are not aware of any amendment or correction slip to the IRSGCC shall not be entertained.
STUDY OF DRAWINGS AND LOCAL CONDITIONS: The drawings for the works can be seen in the office of the Chief Administrative Officer, Construction, S.C.Railway, Secunderabad - 500071 or in the office of the concerned field Deputy Chief Engineer / Construction / S.C.Railway . It should be noted that these drawings are meant for general guidance only and Railway may suitably modify them during the execution of work according to the circumstances without making the Railways liable for any claims on account of such changes. If there is any variation between the description in the tender and the detailed plans, the Engineer-in-Charge will operate the correct description and his decision is final and binding on the tenderer/ Contractor. The Tenderer/Contractor is required to inspect the sites of works and acquaint himself with the site conditions, availability of approaches for transporting of men and materials, space and other factors relating to the works, availability of labour, electricity and water, etc., before quoting his rates. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of works described in the schedule. The Tender submitted will be deemed to have been made after such inspection.
DRAWINGS FOR WORKS: The percentage rates for the schedule items and itemized rates for the non-scheduled items quoted by the tenderer as may be accepted by the railways will, hold good irrespective of any changes, modifications, alterations, additions, omissions in the locations of structures and detailed drawings, specifications and/or the manner of executing the work. It should be specifically noted that some of the detailed drawings may not have been finalised by the Railway and will, therefore, be supplied to the contractor as and when they are finalised on demand. No compensation whatsoever on this account shall be payable by the Railway Administration. No claim whatsoever will be entertained by the Railway on account of any delay or hold up of the works arising out of delay in approval of drawings, changes, modifications, alterations, additions, omission and the site layout plans or detailed drawings and design and/or late supply of such material as are required to be arranged by the Railway or due to any other factor on Railway Accounts.
Manual tenders, supporting documents etc., sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
All requisite documents are to be properly submitted online only a n d the bidders should ensure that the content of the documents uploaded is distinctly legible/readable.
CORRIGENDUM NOTICE ON IREPS: [I]Railway may modify the tender document by issuing online corrigendum through "www.ireps.gov.in" 15 days prior to the tender closing date. For the purpose of CORRIGENDUM in the tender, NIT period is splitted as under: (a) ADVERTISEMENT PERIOD: The time during which all information pertaining to tender shall be available but offers cannot be submitted (b) OFFER SUBMISSION PERIOD: 15 days prior to closing of tender, during which tenderers can submit their offer.
If the Bid of a Tenderer is seriously unbalanced in relation to the Engineer's estimate of the cost of work to be performed under the contract, the Railways may require the tenderer to produce detailed price analysis for any or all items of the Tender Schedule, to demonstrate the internal consistency of those prices with the construction methods and schedule proposed.
Applicable for the tenders with eligibility criteria: The offer of Tenderer(s) who do not enclose Work Experience Certificate & Financial eligibility Certificate with requisite details, and supporting documents along with their Tender to establish their credentials shall be summarily rejected, even though they are working contractors or contractors on approved list.
The offer shall be evaluated only from the certificates/documents submitted along with the tender offer.
Any Certificate /Documents offered / submitted / received after the tender opening shall not be given any credit and shall not be considered.
Attestation of documents may be self attested or attested by a Gazetted Officer.
Railway reserves the right to verify the authenticity of the documents/information furnished.
TAXES: if rates of existing GST or cess on GST for Works Contract is increased or any new tax /cess on Works Contract is imposed by Statute after the date of opening of tender but within the original date of completion/date of completion extended under clause 17 & 17A of Part-II of IRSGCC-2022 (including upto ACS no.10) and the Contractor thereupon properly pays such taxes/cess, the Contractor shall be reimbursed the amount so paid. Further, if rates of existing GST or cess on GST for Works Contract is decreased or any tax/cess on Works Contract is decreased / removed by Statute after the date of opening of tender, the reduction in tax amount shall be recovered from Contractor's bills/Security Deposit or any other dues of Contractor with the Government of India.
This tender complies with PUBLIC PROCUREMENT POLICY ORDER-2017 dated 19.07.2024. 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.
Tenderer(s) shall note that conditional/alternate offer will not be considered and will summarily be rejected, even though such condition makes them as the lowest tenderer.
After opening of the tender, any document pertaining to the constitution of sole proprietorship Firm/Partnership Firm/ Registered Company/ Registered Trust/ Registered Society/ HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo moto cognizance of any document available in public domain (i.e, on internet etc) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in the tender offer submitted{Asper clause no. 14(iv) Part I of IRSGCC 2022 including upto ACS no.10}
As per clause no.5 part I of IRSGCC 2022 (including upto ACS no.10) the details of exemptions/discount of Bid Security payment is as follows:
i) Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security.
iii) Labour Cooperative Societies shall deposit only 50% of Bid Security as mentioned in the tender
SCR Construction Organization: Secunderabad Division - Proposed doubling of track between Dornakal Junciton - Bhadrachalam Road Stations - Construction of RBG buildings, staff quarters, plafroms, goompties, SP/SSPs, gate lodges, track machine staff rest room, tool room, foot-over-bridges, cover over platfroms and other connected miscellaneous works in conncection with doubling between Chimalpahad-Bhadrachalam Road stations from Km.35.420 to Km 47.500
10-CAO-C-SC-2026~SCR
10-CAO-C-SC-2026
Open
Works - General
12 Months
Unknown (Unspecified Location)
₹0
₹17.5 L
10 Mar 2026
12 Feb 2026
24 Feb 2026
371 items across 5 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | Above/ 268571444.83 Below/P | ||
| — | 10010.00 | — | — | ||
| EARTH WORK // General // Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. // All kinds of soil | — | — | — | 15,10,258.75 | |
| — | 2710.00 | — | — | ||
| EARTH WORK // General // Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // Ordinary rock | — | — | — | 11,49,216.15 | |
| — | 1240.00 | — | — | ||
| EARTH WORK // General // Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // Hard rock (requiring blasting) | — | — | — | 9,21,617.6 | |
| — | 1240.00 | — | — | ||
| EARTH WORK // General // Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // Hard rock (blasting prohibited) | — | — | — | 15,10,329.3 | |
| — | 7200.00 | — | — | ||
| EARTH WORK // General // 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. | — | — | — | 11,99,520 | |
| — | 22670.00 | — | — | ||
| EARTH WORK // General // 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. | — | — | — | 1,34,98,284.75 | |
| — | 1650.00 | — | — | ||
| EARTH WORK // General // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil | — | — | — | 1,77,837 | |
| — | 240.00 | — | — | ||
| EARTH WORK // General // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 4,33,245 | |
| — | 12300.00 | — | — | ||
| EARTH WORK // General // Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil | — | — | — | 3,57,038.25 | |
| — | 10950.00 | — | — | ||
| EARTH WORK // General // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | — | — | — | 83,302.13 | |
| — | 50.00 | — | — | ||
| EARTH WORK // General // Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. // Beyond 30 cm girth upto and including 60 cm girth | — | — | — | 22,624.88 | |
| — | 1700.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 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) | — | — | — | 1,03,73,293.75 | |
| — | 4900.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 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) | — | — | — | 4,12,13,508 | |
| — | 9460.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | — | — | — | 67,74,542.5 | |
| — | 180.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : // 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) | — | — | — | 13,83,999.75 | |
| — | 510.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : // 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) | — | — | — | 47,04,753.83 | |
| — | 260.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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). | — | — | — | 25,42,715.5 | |
| — | 90.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // PRE-CAST RCC // 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). | — | — | — | 8,09,821.35 | |
| — | 780.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete | — | — | — | 2,59,995.45 | |
| — | 1530.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform | — | — | — | 12,05,888.63 | |
| — | 130.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Shelves (Cast in situ) | — | — | — | 1,02,461.13 | |
| — | 2350.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers | — | — | — | 14,70,959 | |
| — | 2330.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts | — | — | — | 19,03,854.65 | |
| — | 1520.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Edges of slabs and breaks in floors and walls // Under 20 cm wide | — | — | — | 2,69,446.6 | |
| — | 127.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Weather shade, Chajjas, corbels etc., including edges | — | — | — | 1,02,671.24 | |
| — | 20.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). // Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | — | — | — | 6,533.1 | |
| — | 135.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // PRE-CAST RCC // Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ),reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. // 40 mm thick | — | — | — | 1,95,826.61 | |
| — | 450.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 36,35,566.88 | |
| — | 22.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M30 grade with minimum cement content of 350 kg /cum | — | — | — | 1,80,561.59 | |
| — | 500.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 41,90,670 | |
| — | 140.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M30 grade with minimum cement content of 350 kg /cum | — | — | — | 11,91,350.65 | |
| — | 144.00 | — | — | ||
| MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 8,72,987.4 | |
| — | 470.00 | — | — | ||
| MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 36,37,827.02 | |
| — | 380.00 | — | — | ||
| MASONRY WORK // HALF BRICK MASONRY // Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. // Cement mortar 1:4 (1 cement :4 coarse sand) | — | — | — | 3,62,987.4 | |
| — | 880.00 | — | — | ||
| STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 54,68,815 | |
| — | 800.00 | — | — | ||
| STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 63,07,306 | |
| — | 775.00 | — | — | ||
| CLADDING WORK // STONE WORK DRY CLADDING // 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. | — | — | — | 8,35,262.06 | |
| — | 105.00 | — | — | ||
| CLADDING WORK // STONE WORK DRY CLADDING // Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | — | — | — | 4,47,593.21 | |
| — | 290.00 | — | — | ||
| CLADDING WORK // General // Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels // Granite stone slab colour black, Cherry/Ruby red // Area of slab over 0.50 sqm | — | — | — | 12,66,097.95 | |
| — | 290.00 | — | — | ||
| CLADDING WORK // General // Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. // Granite work | — | — | — | 1,25,949.18 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). // Second class teak wood | — | — | — | 18,22,608.68 | |
| — | 150.00 | — | — | ||
| WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // 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 rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : // Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | — | — | — | 2,29,557.38 | |
| — | 250.00 | — | — | ||
| WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: // 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | — | — | — | 4,44,911.25 | |
| — | 85.00 | — | — | ||
| WOOD AND P.V.C. WORK // CHROMIUM PLATED BRASS FITTINGS // Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. // Size 50 mm | — | — | — | 24,127.89 | |
| — | 220.00 | — | — | ||
| WOOD AND P.V.C. WORK // CHROMIUM PLATED BRASS FITTINGS // Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | — | — | — | 28,246.35 | |
| — | 80.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc.complete: // 100x63x4 mm | — | — | — | 7,123 | |
| — | 431.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc.complete: // 125x63x4 mm | — | — | — | 46,398.23 | |
| — | 80.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 300x16 mm | — | — | — | 20,621 | |
| — | 80.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 250x16 mm | — | — | — | 17,720.8 | |
| — | 80.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 200x10 mm | — | — | — | 6,779.6 | |
| — | 80.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 150x10 mm | — | — | — | 5,613.4 | |
| — | 150.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 125 mm | — | — | — | 8,446.88 | |
| — | 150.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 100 mm | — | — | — | 7,592.63 | |
| — | 72.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. // Single rubber stopper | — | — | — | 2,423.52 | |
| — | 500.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm), with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size19 X 19 mm and 1mm ( +/- 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer- in-charge // Extruded section profile size 48x40 mm | — | — | — | 1,14,835 | |
| — | 160.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing to existing door frames. // 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). | — | — | — | 4,03,818 | |
| — | 316.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | — | — | — | 1,32,339.22 | |
| — | 110.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made PVC Door shutter made of solid foam PVC profiles of thickness 5 mm and 15 mm at edges integrally extruded for vertical style and horizontal (top / bottom / lock) rails of minimum cross section of 70mm x 28mm, of shape and design as per manufacturer's specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.l. 'C' section / rectangular tube profile of minimum 0.60 mm thickness with 120 gsm coating as stiffeners as per manufacturer's specifications Mitered cut joints for styles and rails provided with telescopic polymeric 'L' corners are joined together using solvent adhesive and strengthened with fully threaded stainless steel screws (of required size) through reinforcement stiffener with panelling of specified solid foam PVC board / high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded beadings of required size using PVC solvent adhesive / cement. The finished door shutter including SS hardware, 1 no. SS sliding door bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos. SS handles 125 mm, shall be fixed to frame with 3 Nos. stainless steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as per direction of the Engineer-in-Charge.(Cost of above hardware is inclusive in rates) // 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | — | — | — | 3,51,017.7 | |
| — | 160.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. // With non decorative veneering on both sides | — | — | — | 2,46,078.4 | |
| — | 201.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. // Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coated handles // Using R2 series with frame (39mm & above ) x (39mm & above) & sash /mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter) | — | — | — | 20,93,749.67 | |
| — | 15300.00 | — | — | ||
| STEEL WORK // General // 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. | — | — | — | 17,38,768.5 | |
| — | 2.10 | — | — | ||
| STEEL WORK // General // Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. // Using flats 30x6 mm for diagonal braces and central cross piece | — | — | — | 9,931.3 | |
| — | 330.05 | — | — | ||
| STEEL WORK // General // Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. // 80x1.25 mm M.S. laths with 1.25 mm thick top cover | — | — | — | 10,24,877.86 | |
| — | 15740.00 | — | — | ||
| STEEL WORK // General // Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished seamless type tubes | — | — | — | 27,60,756.65 | |
| — | 840.00 | — | — | ||
| STEEL WORK // General // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | — | — | — | 69,400.8 | |
| — | 2153.00 | — | — | ||
| STEEL WORK // General // 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.). | — | — | — | 14,13,530.62 | |
| — | 500.00 | — | — | ||
| FLOORING // TILE FLOORING // Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. // In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) // Acid and alkali resistant tile | — | — | — | 7,38,713.75 | |
| — | 50.23 | — | — | ||
| FLOORING // CERAMIC GLAZED TILES // 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. | — | — | — | 46,817.75 | |
| — | 2010.00 | — | — | ||
| FLOORING // VITRIFIED FLOOR TILES // Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. // Size of Tile 600x600 mm | — | — | — | 26,54,069.33 | |
| — | 2870.00 | — | — | ||
| FLOORING // VITRIFIED FLOOR TILES // Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. // Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | — | — | — | 1,09,32,131.35 | |
| — | 717.50 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. // 110 mm diameter | — | — | — | 2,30,166.83 | |
| — | 287.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Shoe (Plain) // 75 mm Shoe | — | — | — | 22,711.74 | |
| — | 287.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Shoe (Plain) // 110 mm Shoe | — | — | — | 32,164.81 | |
| — | 287.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Single tee with door // 75x75x75 mm | — | — | — | 40,056.59 | |
| — | 144.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Single tee with door // 110x110x110 mm | — | — | — | 28,659.96 | |
| — | 287.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Bend 87.5 degree // 75 mm bend | — | — | — | 25,834.31 | |
| — | 144.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Bend 87.5 degree // 110 mm bend | — | — | — | 18,402.84 | |
| — | 861.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. // 75 mm | — | — | — | 2,70,674.72 | |
| — | 717.50 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. // 110 mm | — | — | — | 2,26,446.59 | |
| — | 287.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. // 75 mm diameter | — | — | — | 60,694.76 | |
| — | 148.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : // 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | — | — | — | 1,70,559.64 | |
| — | 66.00 | — | — | ||
| ROOFING // SHEET ROOFING // Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : // 1.60 mm thick with zinc coating not less than 350 gm/m2 | — | — | — | 1,04,564.79 | |
| — | 3135.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // 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. | — | — | — | 19,68,317.59 | |
| — | 364.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm) | — | — | — | 1,64,709.09 | |
| — | 3760.00 | — | — | ||
| FLOORING // TILE FLOORING // Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). // Medium shade pigment using 50% white cement 50% Grey cement | — | — | — | 42,45,406.6 | |
| — | 1794.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand) | — | — | — | 5,08,325.41 | |
| — | 3774.05 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 15 mm cement plaster on the rough side of single or half brick wall of mix : // 1:6 (1 cement: 6 fine sand) | — | — | — | 12,28,641.98 | |
| — | 3810.00 | — | — | ||
| FINISHING // CEMENT PLASTER IN TWO COATS // 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | — | — | — | 16,79,324.18 | |
| — | 8610.00 | — | — | ||
| FINISHING // PEBBLE DASH PLASTER // Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | — | — | — | 19,22,569.95 | |
| — | 1435.00 | — | — | ||
| FINISHING // PLAIN CEMENT MORTAR BANDS // 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand): // Raised Band | — | — | — | 11,404.66 | |
| — | 2153.00 | — | — | ||
| FINISHING // PLAIN CEMENT MORTAR BANDS // 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand): // Sunk Band | — | — | — | 18,300.5 | |
| — | 1435.00 | — | — | ||
| FINISHING // PLAIN CEMENT MORTAR BANDS // 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand): // Raised Band | — | — | — | 13,905.15 | |
| — | 7175.00 | — | — | ||
| FINISHING // INTERIOR FINISHING // Colour washing such as green, blue or buff to give an even shade : // New work (two or more coats) with a base coat of white washing with lime | — | — | — | 3,25,063.38 | |
| — | 7175.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing walls with textured exterior paint of required shade : // New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | — | — | — | 13,63,680.5 | |
| — | 7175.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing walls with Acrylic Smooth exterior paint of required shade : // New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | — | — | — | 9,79,459.25 | |
| — | 7175.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : // 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 | — | — | — | 10,74,904.69 | |
| — | 17220.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : // 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 | — | — | — | 24,98,535.9 | |
| — | 17220.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with aluminium paint of approved brand and manufacture to give an even shade . // Two or more coats on new work | — | — | — | 21,48,711.6 | |
| — | 144.00 | — | — | ||
| REPAIRS TO BUILDING // General // Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | — | — | — | 69,021.36 | |
| — | 287.00 | — | — | ||
| REPAIRS TO BUILDING // WOOD WORK // Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. // 20 mm diameter. | — | — | — | 83,796.82 | |
| — | 600.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | — | — | — | 12,41,467.5 | |
| — | 140.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // 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. | — | — | — | 4,22,598.75 | |
| — | 141.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | — | — | — | 1,37,491.92 | |
| — | 717.50 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | — | — | — | 5,519.37 | |
| — | 574.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar | — | — | — | 10,05,171.58 | |
| — | 1344.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // In cement mortar | — | — | — | 28,09,104.48 | |
| — | 30.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : // Of area 3 sq. metres and below | — | — | — | 9,363.6 | |
| — | 27.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : // Of area beyond 3 sq. metres | — | — | — | 11,538.11 | |
| — | 27.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : // Of area 3 sq. metres and below | — | — | — | 3,293.32 | |
| — | 27.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : // Of area beyond 3 sq. metres | — | — | — | 4,335.26 | |
| — | 2000.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: // Channels, angles, tees and flats | — | — | — | 3,910 | |
| — | 2000.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // 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. | — | — | — | 9,605 | |
| — | 400.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | — | — | — | 90,593 | |
| — | 75.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: // Asbestos Cement sheet | — | — | — | 4,927.88 | |
| — | 360.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // 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. | — | — | — | 80,768.7 | |
| — | 28700.00 | — | — | ||
| ROAD WORK // ROADS // 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. | — | — | — | 53,40,065.5 | |
| — | 12175.00 | — | — | ||
| ROAD WORK // PREMIX CARPET // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On W.B.M / W.M.M. @ 0.4kg/sqm | — | — | — | 1,39,190.69 | |
| — | 240.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. // 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. | — | — | — | 17,35,152.6 | |
| — | 20.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67- 2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage | — | — | — | 99,958.3 | |
| — | 60.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : // W.C. pan with ISI marked white solid plastic seat and lid | — | — | — | 3,32,293.05 | |
| — | 220.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | — | — | — | 2,89,962.2 | |
| — | 150.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 25 mm nominal bore | — | — | — | 79,356 | |
| — | 60.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 50 mm nominal bore | — | — | — | 52,359.15 | |
| — | 60.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : // 25 mm nominal bore | — | — | — | 23,666.55 | |
| — | 150.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal non- return valve of approved quality (screwed end) : // 25 mm nominal bore // Horizontal | — | — | — | 75,403.5 | |
| — | 290.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing uplasticised PVC connection pipe with brass unions : // 45 cm length // 15 mm nominal bore | — | — | — | 24,095.38 | |
| — | 861.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | — | — | — | 3,99,590.1 | |
| — | 5.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. | — | — | — | 5,617.01 | |
| — | 14350.00 | — | — | ||
| Litre | Per | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // 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. | — | — | — | 1,34,172.5 | |
| — | 80.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : // 15 mm nominal bore | — | — | — | 34,462.4 | |
| — | 290.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. // 15 mm nominal bore | — | — | — | 1,65,265.92 | |
| — | 90.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 // 15mm nominal bore | — | — | — | 43,933.95 | |
| — | 290.00 | — | — | ||
| WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT grating of approved quality and colour. // Circular type // 100 mm nominal dia | — | — | — | 9,268.4 | |
| — | 30.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. // 25 mm nominal bore, 152mm long, weighing not less than 440 gms | — | — | — | 13,356.9 | |
| — | 180.25 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | — | — | — | 24,039.05 | |
| — | 150.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | — | — | — | 14,209.88 | |
| — | 431.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) // 20 mm nominal dia Pipes | — | — | — | 1,22,727.25 | |
| — | 431.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) // 25 mm nominal dia Pipes | — | — | — | 1,47,107.84 | |
| — | 431.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 20 mm nominal dia Pipes | — | — | — | 1,96,949.76 | |
| — | 718.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 25 mm nominal dia Pipes | — | — | — | 3,82,810.67 | |
| — | 1435.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work // 32 mm nominal dia Pipes | — | — | — | 5,34,982.35 | |
| — | 718.00 | — | — | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : // 150 mm diameter | — | — | — | 4,24,646.74 | |
| — | 718.00 | — | — | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : // 200 mm diameter | — | — | — | 5,92,204.61 | |
| — | 718.00 | — | — | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : // 300 mm diameter | — | — | — | 12,59,750.75 | |
| — | 15.00 | — | — | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality // L D- 2.5 // Rectangular shape 600x450 mm internal dimensions | — | — | — | 18,330.04 | |
| — | 15.00 | — | — | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | — | — | — | 36,848.78 | |
| — | 1435.00 | — | — | ||
| ALUMINIUM WORK // General // Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For fixed portion // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | — | — | — | 6,03,837.24 | |
| — | 5740.00 | — | — | ||
| ALUMINIUM WORK // General // Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | — | — | — | 31,14,509.65 | |
| — | 870.00 | — | — | ||
| RAIN WATER HARVESTING & TUBEWELLS // General // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. // All types of soil // 300 mm dia | — | — | — | 5,23,381.13 | |
| — | 831.00 | — | — | ||
| RAIN WATER HARVESTING & TUBEWELLS // General // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. // Rocky strata including Boulders // 300 mm dia | — | — | — | 11,97,333.89 | |
| — | 861.00 | — | — | ||
| RAIN WATER HARVESTING & TUBEWELLS // General // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Rocky strata including Boulders // 300 mm dia | — | — | — | 13,68,998.61 | |
| — | 870.00 | — | — | ||
| RAIN WATER HARVESTING & TUBEWELLS // General // Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. // 200 mm nominal size dia | — | — | — | 8,23,322.32 | |
| — | 7175.00 | — | — | ||
| STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL // General // Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | — | — | — | 25,26,712.13 | |
| — | 431.00 | — | — | ||
| STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL // General // Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | — | — | — | 13,62,345.75 | |
| — | 240.00 | — | — | ||
| NEW TECHNOLOGIES AND MATERIALS // General // Providing & fixing in position Phenol bonded Bamboo wood panelled or panelled and glazed shutters for doors windows, clerestorey windows with pre-moulded minimum 30 mm thick planks, in approved colours, texture & finish. It shall have 10 mm wide, 25 mm deep grove to fit in panels. The bamboo wood shall have minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. All styles and rails shall have profiled interlocking system locked in place by bamboo pins, all complete as per direction of Engineer in charge. (The panelling will be paid for separately). | — | — | — | 14,14,893 | |
| — | 1435.00 | — | — | ||
| NEW TECHNOLOGIES AND MATERIALS // NEW TECHNOLOGY ITEMS // Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. | — | — | — | 3,64,400.31 | |
| — | 600.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: // In cement mortar | — | — | — | 14,67,652.5 | |
| — | 900.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | — | — | — | 1,73,081.25 | |
| — | 60.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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. | — | — | — | 82,005.45 | |
| — | 2160.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // 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. | — | — | — | 53,50,654.8 | |
| — | 2700.00 | — | — | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // Moorum | — | — | — | 17,63,133.75 | |
| — | 2700.00 | — | — | ||
| ROAD WORK // ROADS // Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | — | — | — | 57,030.75 | |
| — | 1333.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // 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. | — | — | — | 11,01,324.6 | |
| — | 7175.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : // 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 | — | — | — | 11,81,327.88 | |
| — | 1435.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work // 50 mm nominal dia Pipes | — | — | — | 9,68,786.44 | |
| — | 5740.00 | — | — | ||
| ROAD WORK // CONCRETE PAVEMENTS // Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | — | — | — | 3,90,01,750.2 | |
| — | 1780.00 | — | — | ||
| FLOORING // General // Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | — | — | — | 1,30,04,461.95 | |
| — | 2700.00 | — | — | ||
| FINISHING // POINTING ON STONE WORK // Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : // Flush/ Ruled pointing | — | — | — | 8,84,493 | |
| — | — | — | Above/ 28513636.76 Below/P | ||
| — | 135150.00 | — | — |
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