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Tender Value
₹54.7 Cr
EMD Value
₹1.1 Cr
Closing Date
13 Oct 2026, 3:00 pm
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.12]
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.
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.12]
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.12) 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.12) for JV Firm, if eligible to 1.3.1 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 1.3.2 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.12); 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 1.3.3 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.
Defination of Similar Work :- Any Civil Engineering Work (excluding Track Works / Zonal works.
43 conditions · 1 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.12) 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.12)
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.12)
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.12)
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.12). (vi) All other documents as per Clause 14 of IRSGCC -April -2022- Part I (including upto ACS no.12)
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.12) (vi) All other documents as per Clause 14 of IRSGCC -April -2022- Part I(including upto ACS no.12)
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.12). (v) All other documents as per Clause 14 of IRSGCC -April -2022- Part-I(Including upto ACS no.12).
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.12)
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. Note: If Bid quoted 5% below the advertised tender value, "Additional Performance Guarantee" amounting to FIVE percent (5%) of contract value shall be submitted after award of the work as per ACS No.12 of IRS GCC-2022.
The General Conditions of Contract governing the performance of the works covered by this tender are the IRS GCC-2022 [including upto ACS no.12]. 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.12 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.12) 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.12}
As per clause no.5 part I of IRSGCC 2022 (including upto ACS no.12) 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- Nanded Division- Proposed yard arrangements at Dinegaon yard from Km. 167.500 to 170.200 (2.70Kms) and Jalna yard at Km. 174.975 to 177.450 (2.475Kms) (Total:5.175Kms) in connection with Proposed Doubling of Track from Chhatrapati Sambhaji Nagar to Parbhani stations and as a part of Jalna- Jalgaon Newline: Execution of earth work in formation, Construction of Minor bridges, FOB, Station building, RBG rooms, Goompties, Staff quarters, High level Platform, collection of Ballast, transportation of P.Way materials, laying and linking of track and other connected miscellaneous works etc
47-CAO-C-SC-2026~SCR
47-CAO-C-SC-2026
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹1.1 Cr
11 Sept 2026
11 Sept 2026
29 Sept 2026
211 items across 1 schedule · ₹26,92,01,724.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 390 | 217.55 | 84,844.5 |
| 2 | All kinds of soil | cum 9323.24 | — | 177.5 | 16,54,875.1 |
| 3 | Ordinary rock | cum | 343.8 | 498.9 | 1,71,521.82 |
| 4 | Hard rock (blasting prohibited) | cum | 204.79 | 1,432.95 | 2,93,453.83 |
| 5 | All kinds of soil. | cum | 1053 | 260.3 | 2,74,095.9 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 45.79 | 196 | 8,974.84 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 385.66 | 700.5 | 2,70,154.83 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 1777.12 | — | 2,123.75 | 37,74,158.6 |
| 9 | All kinds of soil | Sqm | 600 | 34.15 | 20,490 |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm 40117.83 | — | 17.6 | 7,06,073.81 |
| 11 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 120 | 8.95 | 1,074 |
| 12 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 297.01 | 53.45 | 15,875.18 |
| 13 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 661.38 | 7,878.5 | 52,10,682.33 |
| 14 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1 | 7,780.3 | 7,780.3 |
| 15 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 37.06 | 7,294.7 | 2,70,341.58 |
| 16 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum 4821.79 | — | 7,178.75 | 3,46,14,424.96 |
| 17 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 91.8 | 6,812 | 6,25,341.6 |
| 18 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 9.22 | 9,311.4 | 85,851.11 |
| 19 | Foundations, footings, bases for columns | Sqm 3387.25 | — | 392.15 | 13,28,310.09 |
| 20 | Columns, piers, abutments, pillars, posts and struts | Sqm | 165 | 961.3 | 1,58,614.5 |
| 21 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 456.4 | 9,045.75 | 41,28,480.3 |
| 22 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 68.82 | 10,852.95 | 7,46,900.02 |
| 23 | cum | 330.38 | 11,505.5 | 38,01,187.09 | |
| 24 | 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 staircases 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 including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%) | cum | 278.85 | 11,334.7 | 31,60,681.1 |
| 25 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1301.13 | — | 392.15 | 5,10,238.13 |
| 26 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 5201 | 927.25 | 48,22,627.25 |
| 27 | Shelves (Cast in situ) | Sqm | 200 | 927.25 | 1,85,450 |
| 28 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 3175.75 | — | 736.4 | 23,38,622.3 |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1764.63 | — | 961.3 | 16,96,338.82 |
| 30 | Stairs, (excluding landings) except spiral- staircases | Sqm | 283.11 | 764.95 | 2,16,564.99 |
| 31 | Under 20 cm wide | Metre | 480 | 208.55 | 1,00,104 |
| 32 | Above 20 cm wide | Sqm | 5380 | 879.05 | 47,29,289 |
| 33 | Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | 1580.9 | 964.85 | 15,25,331.37 |
| 34 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 200 | 951.1 | 1,90,220 |
| 35 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 200 | 841.95 | 1,68,390 |
| 36 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 6 | 10,585.9 | 63,515.4 |
| 37 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 2995.13 | — | 9,504.75 | 2,84,67,961.87 |
| 38 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 6604.14 | — | 9,860.4 | 6,51,19,462.06 |
| 39 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 38.37 | 733.5 | 28,144.4 |
| 40 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 66.83 | 7,370.65 | 4,92,580.54 |
| 41 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 310 | 7,132.25 | 22,10,997.5 |
| 42 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 287.54 | 9,344.35 | 26,86,874.4 |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 487 | 9,105.95 | 44,34,597.65 |
| 44 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 1120 | 1,123.8 | 12,58,656 |
| 45 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 337.01 | 8,962.35 | 30,20,401.57 |
| 46 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 120 | 8,752.55 | 10,50,306 |
| 47 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 730.37 | 8,333.65 | 60,86,647.95 |
| 48 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 552.02 | 7,311.25 | 40,35,956.23 |
| 49 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 146.52 | 8,198.55 | 12,01,251.55 |
| 50 | Area of slab over 0.50 sqm | Sqm | 80 | 5,136.3 | 4,10,904 |
| 51 | Granite work | Metre | 100 | 510.95 | 51,095 |
| 52 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 53 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 30 | 3,069.05 | 92,071.5 |
| 54 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 54.18 | 3,473.85 | 1,88,213.19 |
| 55 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 237.8 | 3,167.95 | 7,53,338.51 |
| 56 | Fixed to steel windows by welding | Kg | 7015 | 219.1 | 15,36,986.5 |
| 57 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 4250 | 228.85 | 9,72,612.5 |
| 58 | 125x65x2.12 mm | Each | 190 | 53 | 10,070 |
| 59 | 100x58x1.90 mm | Each | 42 | 45 | 1,890 |
| 60 | 75x47x1.70 mm | Each | 199.3 | 39.3 | 7,832.49 |
| 61 | 300x16 mm | Each | 80 | 216.55 | 17,324 |
| 62 | 250x16 mm | Each | 28 | 193.7 | 5,423.6 |
| 63 | 250x10 mm | Each | 50 | 83.9 | 4,195 |
| 64 | 100 mm | Each | 28 | 32.55 | 911.4 |
| 65 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,124.85 | 11,248.5 |
| 66 | 300x16 mm | Each | 136 | 303.25 | 41,242 |
| 67 | 300x10 mm | Each | 161 | 130.1 | 20,946.1 |
| 68 | 150x10 mm | Each | 161 | 82.55 | 13,290.55 |
| 69 | 125 mm | Each | 166 | 66.25 | 10,997.5 |
| 70 | 75 mm | Each | 166 | 51.75 | 8,590.5 |
| 71 | Twin rubber stopper | Each | 166 | 72.35 | 12,010.1 |
| 72 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 350 | 492.7 | 1,72,445 |
| 73 | 30 mm thick plain PVC door shutters | Sqm | 108 | 3,182.95 | 3,43,758.6 |
| 74 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 10.8 | 570.95 | 6,166.26 |
| 75 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 75.6 | 3,720.75 | 2,81,288.7 |
| 76 | Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1.8 metre). | Sqm | 20.27 | 8,543.6 | 1,73,178.77 |
| 77 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 30.87 | 5,804.35 | 1,79,180.28 |
| 78 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 30.87 | 5,563.75 | 1,71,752.96 |
| 79 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 1900 | 82.45 | 1,56,655 |
| 80 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 1015 | 583.3 | 5,92,049.5 |
| 81 | Hot finished welded type tubes | Kg | 50 | 194.4 | 9,720 |
| 82 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 5931.77 | — | 97.2 | 5,76,568.04 |
| 83 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 1901.6 | 772.4 | 14,68,795.84 |
| 84 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 754 | 844.7 | 6,36,903.8 |
| 85 | 4.0 mm thick glass panes | Sqm | 1351.6 | 1,064.65 | 14,38,980.94 |
| 86 | Light shade pigment using white cement | Sqm | 8370 | 1,533.8 | 1,28,37,906 |
| 87 | Light shade pigment using white cement | Sqm | 280 | 1,402 | 3,92,560 |
| 88 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm 2873.62 | — | 1,328.35 | 38,17,173.13 |
| 89 | Acid and alkali resistant tile | Sqm | 89 | 1,738.15 | 1,54,695.35 |
| 90 | Acid and alkali resistant tile | Sqm | 21.6 | 1,884.9 | 40,713.84 |
| 91 | 25 mm thick | Sqm 1025.34 | — | 1,948.25 | 19,97,618.66 |
| 92 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 228.5 | 1,096.55 | 2,50,561.68 |
| 93 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 447.49 | 1,112.7 | 4,97,922.12 |
| 94 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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/ s q m including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 792 | 1,330 | 10,53,360 |
| 95 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigments etc., complete. | Sqm | 59.2 | 1,439.4 | 85,212.48 |
| 96 | Size of Tile 600x600 mm | Sqm | 497 | 1,553.45 | 7,72,064.65 |
| 97 | Size of Tile 1000x1000 mm | Sqm | 735 | 2,089.65 | 15,35,892.75 |
| 98 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 200 | 3,186.7 | 6,37,340 |
| 99 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 199.25 | 1,083.3 | 2,15,847.53 |
| 100 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 60 | 1,863.9 | 1,11,834 |
| 101 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre | 60 | 92.4 | 5,544 |
| 102 | In 75x75 mm deep chase | Metre | 360 | 305.15 | 1,09,854 |
| 103 | Flat surfaces | Sqm | 800 | 1,718.95 | 13,75,160 |
| 104 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 105 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 106 | 110 mm | Each | 150 | 136.15 | 20,422.5 |
| 107 | 110 mm bend | Each | 120 | 150.35 | 18,042 |
| 108 | 110 mm Shoe | Each | 110 | 131.85 | 14,503.5 |
| 109 | 110 mm | Each | 150 | 371.3 | 55,695 |
| 110 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 480 | 738.65 | 3,54,552 |
| 111 | Ridges plain (500 - 600mm) | Metre | 90 | 532.35 | 47,911.5 |
| 112 | Crimp curve | Sqm | 40 | 496.75 | 19,870 |
| 113 | 1:6 (1 cement: 6 fine sand) | Sqm | 946.43 | 333.35 | 3,15,492.44 |
| 114 | 1:6 (1 cement: 6 fine sand) | Sqm 10448.42 | — | 383 | 40,01,744.86 |
| 115 | 1:6 (1 cement: 6 fine sand) | Sqm | 251.04 | 450 | 1,12,968 |
| 116 | 1:6 (1 cement: 6 coarse sand) | Sqm | 260 | 343.65 | 89,349 |
| 117 | 1:6 (1 cement: 6 coarse sand) | Sqm | 500 | 395.35 | 1,97,675 |
| 118 | 1:3 (1 cement: 3 fine sand) | Sqm | 140 | 439.25 | 61,495 |
| 119 | 1:4 (1 cement: 4 fine sand) | Sqm 1565.22 | — | 425.55 | 6,66,079.37 |
| 120 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 869.2 | 396.65 | 3,44,768.18 |
| 121 | Ordinary cement finish using ordinary cement | Sqm | 57.71 | 886.6 | 51,165.69 |
| 122 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| 123 | New work (three or more coats) | Sqm | 869.2 | 39.05 | 33,942.26 |
| 124 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm 6966.65 | — | 185.65 | 12,93,358.57 |
| 125 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm 13805.87 | — | 116.9 | 16,13,906.2 |
| 126 | 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 | Sqm | 5600 | 223.6 | 12,52,160 |
| 127 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 6.55 | 176.25 | 1,154.44 |
| 128 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 273.07 | 170.7 | 46,613.05 |
| 129 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 500 | 181.25 | 90,625 |
| 130 | Two or more coats on new work | Sqm | 800 | 146.8 | 1,17,440 |
| 131 | Two or more coats on new work | Sqm | 51 | 163.35 | 8,330.85 |
| 132 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 80 | 3,551.25 | 2,84,100 |
| 133 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 10000 | 5.65 | 56,500 |
| 134 | bituminous road | Sqm | 120 | 428.5 | 51,420 |
| 135 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 66 | 218.9 | 14,447.4 |
| 136 | Cement concrete prepared with batch mixing machine | cum | 53 | 10,529.35 | 5,58,055.55 |
| 137 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 11 | 11,129.55 | 1,22,425.05 |
| 138 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 26.4 | 12,126.2 | 3,20,131.68 |
| 139 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 6 | 12,708.75 | 76,252.5 |
| 140 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 200 | 972 | 1,94,400 |
| 141 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 8 | 10,117.6 | 80,940.8 |
| 142 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 120 | 9,823.8 | 11,78,856 |
| 143 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 300 | 2,784 | 8,35,200 |
| 144 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 53 | 2,924.85 | 1,55,017.05 |
| 145 | With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | cum | 165 | 2,808.55 | 4,63,410.75 |
| 146 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. | cum | 335 | 2,914.3 | 9,76,290.5 |
| 147 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 232 | 4,148.65 | 9,62,486.8 |
| 148 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 30 | 1,091.5 | 32,745 |
| 149 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 37 | 6,767.4 | 2,50,393.8 |
| 150 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 6,515.55 | 45,608.85 |
| 151 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 38 | 8,006.6 | 3,04,250.8 |
| 152 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 23 | 6,258.75 | 1,43,951.25 |
| 153 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 7 | 2,648.85 | 18,541.95 |
| 154 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,301.75 | 11,508.75 |
| 155 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 7 | 349.15 | 2,444.05 |
| 156 | 10 litre capacity - White | Each | 28 | 1,190.65 | 33,338.2 |
| 157 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 57 | 142.85 | 8,142.45 |
| 158 | 32 mm dia | Each | 7 | 103.9 | 727.3 |
| 159 | 32 mm dia | Each | 21 | 119.55 | 2,510.55 |
| 160 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 19 | 1,607.95 | 30,551.05 |
| 161 | Rectangular shape 453x357 mm | Each | 7 | 1,361.8 | 9,532.6 |
| 162 | Sand Cast Iron S&S as per IS: 1729 | Each | 7 | 1,683.55 | 11,784.85 |
| 163 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 7 | 231.95 | 1,623.65 |
| 164 | 15 mm nominal dia Pipes | Metre | 1525 | 497.8 | 7,59,145 |
| 165 | 20 mm nominal dia Pipes | Metre | 1175 | 537.6 | 6,31,680 |
| 166 | 25 mm nominal dia Pipes | Metre | 825 | 627.25 | 5,17,481.25 |
| 167 | 32 mm nominal dia Pipes | Metre | 700 | 739.3 | 5,17,510 |
| 168 | 15 mm nominal dia Pipes | Metre | 525 | 244.7 | 1,28,467.5 |
| 169 | 20 mm nominal dia Pipes | Metre | 525 | 274.3 | 1,44,007.5 |
| 170 | 25 mm nominal dia Pipes | Metre | 525 | 355.4 | 1,86,585 |
| 171 | 40 mm nominal dia Pipes | Metre | 160 | 563.05 | 90,088 |
| 172 | 150 mm nominal dia Pipes | Metre | 657.16 | 6,822.7 | 44,83,605.53 |
| 173 | 15 mm dia nominal bore | Metre | 405 | 366.4 | 1,48,392 |
| 174 | 20 mm dia nominal bore | Metre | 405 | 437.3 | 1,77,106.5 |
| 175 | 25 mm dia nominal bore | Metre | 125 | 551.7 | 68,962.5 |
| 176 | 32 mm dia nominal bore | Metre | 500 | 667 | 3,33,500 |
| 177 | 50 mm dia nominal bore | Metre | 340 | 1,048.35 | 3,56,439 |
| 178 | 40 mm dia nominal bore | Metre | 340 | 617.05 | 2,09,797 |
| 179 | 25 to 40 mm nominal bore | Each | 905 | 911.9 | 8,25,269.5 |
| 180 | 25 mm nominal bore | Each | 285 | 622.4 | 1,77,384 |
| 181 | 20 mm nominal bore | Each | 160 | 539.95 | 86,392 |
| 182 | 40 mm nominal bore | Each | 165 | 826.1 | 1,36,306.5 |
| 183 | 50 mm nominal bore | Each | 120 | 1,026.65 | 1,23,198 |
| 184 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 91000 | 11 | 10,01,000 |
| 185 | 15 mm nominal bore | Each | 145 | 506.8 | 73,486 |
| 186 | 15 mm nominal bore | Each | 14 | 820.7 | 11,489.8 |
| 187 | 15 mm nominal bore | Each | 85 | 670.45 | 56,988.25 |
| 188 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 75 | 125.6 | 9,420 |
| 189 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 45 | 118.5 | 5,332.5 |
| 190 | 125 mm nominal dia with 25 mm waste hole | Each | 74 | 51.85 | 3,836.9 |
| 191 | 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. | Each | 7 | 111.45 | 780.15 |
| 192 | 100 mm diameter | Metre | 100 | 443.6 | 44,360 |
| 193 | 150 mm diameter S.W. pipe | Metre | 400 | 743.1 | 2,97,240 |
| 194 | 250 mm diameter S.W. pipe | Metre | 400 | 1,016.9 | 4,06,760 |
| 195 | With Sewer bricks conforming to IS : 4885 | Each | 5 | 2,685.2 | 13,426 |
| 196 | With Sewer bricks conforming to IS : 4885 | Each | 2 | 12,711.8 | 25,423.6 |
| 197 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 454 | 634.45 | 2,88,040.3 |
| 198 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 537.76 | 1,176.8 | 6,32,835.97 |
| 199 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. | Sqm | 1.1 | 4,997.7 | 5,497.47 |
| 200 | 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). | Kg | 400 | 638.35 | 2,55,340 |
| 201 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 431.69 | 1,684.6 | 7,27,224.97 |
| 202 | 300 mm dia | Metre | 1120 | 707.75 | 7,92,680 |
| 203 | 300 mm dia | Metre | 920 | 825.7 | 7,59,644 |
| 204 | 150 mm nominal size dia | Metre | 800 | 793.25 | 6,34,600 |
| 205 | 200 mm nominal size dia | Metre | 60 | 1,113.35 | 66,801 |
| 206 | 200 mm nominal size dia | Metre | 60 | 1,255.7 | 75,342 |
| 207 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 4.24 | 2,024.5 | 8,583.88 |
| 208 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer- in-charge. | Hour | 180 | 1,085.05 | 1,95,309 |
| 209 | 200 mm dia | Each | 4 | 321.15 | 1,284.6 |
| 210 | 200 mm clamp | Each | 4 | 2,293.65 | 9,174.6 |
| 211 | 200 mm dia | Each | 4 | 357.6 | 1,430.4 |
| Schedule total | ₹26,92,01,724.65 | ||||
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