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Tender Value
₹68.3 Cr
EMD Value
₹1.4 Cr
Closing Date
12 Aug 2026, 3:00 pm3d left
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DY CE C 3
52 conditions · 41 needing a document upload
FINANCIAL ELIGIBILITY CRITERIA [Ref: Para 10.2 of Annexure-I of IR GCC,April-2022, Part-I]
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. [ACS No. 1 of 14.07.2022]
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. Note: The Tenderer may please note that the previous financial year will be reckoned from the date of invitation of tender.
The tenderers shall submit requisite information as per Annexure-VIB of IR GCC-2022 (Part-I), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note: Bidders are requested to submit the details strictly as per the standard format for Financial Capacity uploaded herewith.
Financial Eligibility Criteria of the JV shall be adjudged based on satisfactory fulfilment of the following criteria: [Ref: Para 17.15.2 of Annexure-I of IR GCC, April-2022, Part-I
The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para 1.1 to 1.3 above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para 1.1 to 1.3 above.
The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement
Note: Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV 1.4.3 for the purpose of satisfying compliance of the above-mentioned financial eligibility criteria in the tender under consideration.
BID CAPACITY [Ref: Para 10.3 of Annexure-I of IR GCC, April-2022, Part-I]
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI of IR GCC-2022 (Part-1). The tenderer will be qualified only if its available bid capacity is equal to more than the total bid value of the present tender as worked out as per the available bid capacity formula given aforesaid Annexure-VI of IR GCC-2022. Note: Bidders are requested to submit the details strictly as per the standard format for Existing Contractual Commitments uploaded herewith.
In case of JV, the JV shall satisfy the requirement of "Bid Capacity" requirement mentioned under Clause 10.3 of IR GCC-2022. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. [Ref Clause 17.15.3 of IR GCC -2022 (Part-I).
The submitted details by the Tenderers should be duly verified by the charted accountant.
In case, the tenderer/s failed to submit the above statement as per Annexure -VI, along with offer, their/his offer shall be considered as incomplete and will be rejected summarily.
The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of work put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria/tender requirement.
Bid Capacity Criteria of the JV shall be adjudged based on satisfactory fulfilment of the following criteria: [Ref: Para 17.15.3 of Annexure-I of IR GCC, April-2022, Part-I]
The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para 2.1 to 2.5 above. The arithmetic sum of individual "Bid Capacity" of all the members shall be taken as JV's "Bid Capacity" to satisfy this requirement.
The tenderer must have successfully completed or substantially completed anyone of the following categories of work(s)during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:
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 costing not less than the amount equal to 60% of advertised value of the tender.
The "Similar Nature of Work" for this tender is defined as under - "Any Civil Engineering work involving building construction and Bridge work involving steel or composite Bridge (including ROB) or FOB.." Note: Bidders may please note that the work completion certificate submitted by them in fulfilment of aforesaid technical eligibility criteria must clearly mention and contain the items of works done in respect of works as mentioned in the aforesaid eligibility criteria.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates.
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.
Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. [Ref: Foot note 1 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case a work is started prior to 07 (seven) years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfilment of credentials. [Ref: Foot note 2 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfilment of credentials. [Ref: Foot note 3 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of completed work, the value of final bill (gross amount) including the PVC amount (if paid) shall be considered as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. [Ref: Foot note 4 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form (Second Sheet), the same shall be considered for the purpose of fulfilment of credentials. [Ref: Foot note 5 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case a work is considered similar in nature for fulfilment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility. [Ref: Foot note 6 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution / split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. [Ref: Foot note 7 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of existing partnership firm, if any one or more partners quit the partnership firm, the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on the date of quitting the partnership Firm (e.g. in a partnership firm of partners A, B & C having share 30%, 30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. [Ref: Foot note 8 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firm shall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6 above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc. [Ref: Foot note 9 under Para 10 of Annexure-I of IR GCC, April-2022, Part- I]
Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. [Ref: Foot note 10 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will be passed on to the successor. [Ref: Foot note 11 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in their value. Further, in case a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. [Ref: Foot note 12 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In a partnership firm "AB" of A&B partners, in case A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not be added in partnership firm AB. [Ref: Foot note 13 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. [Ref: Foot note 14 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case company A is merged with company B, then company B would get the credentials of company A also. [Ref: Foot note 15 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
Technical Eligibility Criteria of the JV shall be adjudged based on satisfactory fulfilment of the following criteria: [Ref: Para 17.15.1 of Annexure-I of IR GCC, April-2022, Part-I]
For Works without composite components.
The technical eligibility for the work as per para 1 to 24 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work as per para 1 to 24, shall have technical capacity of minimum 10 % of the cost of work i.e., each 20.1.1 nonlead member of JV member must have satisfactorily completed or substantially completed during the last 07(seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10 %of advertised value of the tender.[ACS No.1 of 14.07.2022]
118 conditions · 56 needing a document upload
Whether the tenderers have carefully read the tender notice and tender document and ensured their understanding of the requirements?
Whether the tenderer has verified that he/she meets the eligibility criteria specified in the tender notice as well as in the tender document?
Whether the tenderer has submitted Bid Security/Earnest Money Deposit of requisite values and validity as specified in NIT and in the method and manner as stipulated under Clause 5 of IR GCC 2022 (Part-I), with correction slips updated up to date of closing of tender?
Whether the tenderer has verified that the Bid Security, if submitted, as Bank Guarantee Bond is from a scheduled commercial bank of India and the same is as per Annexure- VIA of IR GCC-2022 (Part-I) and is valid for a period of minimum 90 days beyond the bid validity period, as specified in the tender notice?
Whether the scanned copy of the Bank Guarantee has been uploaded on e-Procurement Portal (IREPS) while applying to the tender?
Whether the tenderer is clearly aware of the tender condition that the original Bank Guarantee should be delivered in person to the official nominated in the method and manner as mentioned in the tender document, before closing date for submission of bids? The nominated official for above purpose is Sri Ankit Kumar, OS/Works/Con/Vadodara in the office of Dy.CE/Con/III/Vadodara.
Whether the tenderer is clearly aware of the tender condition that non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid?
Whether the tenderer is clearly aware of and undertakes to ensure that the details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected?
Whether the tenderer is clearly aware of and ensures to comply that the Bank Guarantee is placed in an envelope, which shall be sealed? The envelope shall clearly bear the identification Bid for the ***** Project and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right-hand top corner of the envelope?
Whether the tenderer is clearly aware of and undertakes to ensure that the aforesaid envelope is addressed to the officer and address as mentioned in the tender document?
Whether the tenderer is clearly aware of tender condition that if the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder?
Whether the tenderer has ensured that he/she has submitted a copy of certificate stating that all their statements/ documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V of IR GCC-2022 (Part-I)?
Whether the tenderer is clearly aware of the tender condition that non submission of Annexure-V by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self-attested/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document?
Whether the tenderer has ensured that scanned pdf copy duly signed of work completion certificates in support of fulfilment of Technical Eligibility Criteria and Similar Nature of Work, as specified in the tender notice and tender document have been correctly and comprehensively uploaded with the tender?
Whether the tenderer is aware of the tender condition as contained under Note for Item 10.1 of IR GCC-2022 (Part-I), which states as under: "Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/ registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates." "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."
Whether the tenderer has submitted the requisite information as per Annexure-VIB, as contained in IR GCC-2022 (Part-I) along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet in support of Financial Eligibility Criteria, as specified in the tender notice and tender document?
Whether the Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past have been uploaded?
Whether the list of personnel/organization on hand and proposed to be engaged for the tendered work has been uploaded with the tender? Similarly, whether list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work has been uploaded with the tender?
Whether the tenderer is clearly aware of and understood the tender condition that in case of any information submitted by tenderer is found to be false, forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Bid Security besides banning of business for a period of up to two years?
Whether the tenderer is clearly aware of and understood in case of any information submitted by tenderer is found to be false, forged or incorrect after the award of contract, the contract shall be terminated? Bid Security, Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of up to two years.
Whether the tenderer is clearly aware of and understood that non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected?
Whether the tenderer has submitted document with the tender clearly specifying whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company /Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be?
Whether the tenderer has ensured that requisite documents as specified under Clause 14 (ii) of IR GCC-2022 (Part-I) have been uploaded with the tender in the prescribed method and manner?
Whether the tenderer has ensured that in case the tenderer whether sole proprietor / a company or a partnership firm / registered society / registered trust / HUF / LLP etc. if they want to act through agent or individual partner(s), has submitted along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favor of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected.
Whether the tenderer is aware of and understood the tender condition that a separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in Favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required?
Whether the tenderer is aware of and understood the tender condition as specified under Clause 16 of IR GCC-2022 (Part-I) in respect of Employment/Partnership etc. of Retired Railway Employee' and followed the same in case of it's applicability?
Whether the tenderer in case of being a Partnership Firm has carefully read, understood and followed the tender conditions as specified under Clause 18 of IR GCC-2022 (Part-I)?
Whether the tenderer has clearly specified whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. Whether the tenderer has enclosed the attested copies of the constitution of their concern and copy of PAN Card along with their tender. Whether the Tender Documents in such cases have been signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.
Whether the tenderer has checked with due diligence and care and ensured that all the relevant documents as mentioned Tender Document (Vol-I) have been submitted properly and correctly along with the tender?
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.
Utility shifting works comprising dismantling and construction of station buildings at Pilol and Limkheda; Foot Over Bridges (FOBs) at Pilol, Samlaya, Piplod, Limkheda, Champaner and other stations; quarters at Chhayapuri, Bakrol, Samlaya, Dahod, Limkheda, Rentia and other locations; tool rooms; S&T auto huts at various stations and in the section; and other miscellaneous works in the Vadodara-Dahod section in connection with the quadrupling project between Vadodara and Ratlam (258.94 km) on Western Railway.
DYCEC-III-BRC-DHD-01R
DYCEC-III-BRC-DHD-01R
Open
Works - General
12 Months
Vadodara, Gujarat
₹0
₹1.4 Cr
21 Jul 2026
21 Jul 2026
29 Jul 2026
366 items across 5 schedules · ₹97,50,60,336.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 100 | 217.55 | 21,755 |
| 2 | 2km | cum | 200 | 245.82 | 49,164 |
| 3 | All kinds of soil | cum | 32116 | 177.5 | 57,00,590 |
| 4 | All kinds of soil. | cum | 1338 | 260.3 | 3,48,281.4 |
| 5 | Ordinary rock | cum | 50 | 632.95 | 31,647.5 |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 1366 | 352.15 | 4,81,036.9 |
| 7 | 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 | 14560 | 196 | 28,53,760 |
| 8 | 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 | 14123 | 700.5 | 98,93,161.5 |
| 9 | All kinds of soil | cum | 9599 | 126.8 | 12,17,153.2 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 896 | 2,123.75 | 19,02,880 |
| 11 | All kinds of soil | Sqm | 44726 | 34.15 | 15,27,392.9 |
| 12 | 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 | 17500 | 17.6 | 3,08,000 |
| 13 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 66 | 234.75 | 15,493.5 |
| 14 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 50 | 38.9 | 1,945 |
| 15 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 18 | 8,340.85 | 1,50,135.3 |
| 16 | 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 | 1102 | 7,878.5 | 86,82,107 |
| 17 | 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 | 498 | 7,780.3 | 38,74,589.4 |
| 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 | 1602 | 7,294.7 | 1,16,86,109.4 |
| 19 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 3138 | 7,178.75 | 2,25,26,917.5 |
| 20 | 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 | 83 | 6,812 | 5,65,396 |
| 21 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 102 | 10,357.55 | 10,56,470.1 |
| 22 | Foundations, footings, bases for columns | Sqm | 1314 | 392.15 | 5,15,285.1 |
| 23 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 63 | 495.75 | 31,232.25 |
| 24 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 565 | 9,045.75 | 51,10,848.75 |
| 25 | 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 | 219 | 10,852.95 | 23,76,796.05 |
| 26 | cum | 206 | 11,505.5 | 23,70,133 | |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5619 | 392.15 | 22,03,490.85 |
| 28 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 10672 | 842.5 | 89,91,160 |
| 29 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 17780 | 927.25 | 1,64,86,505 |
| 30 | Shelves (Cast in situ) | Sqm | 2093 | 927.25 | 19,40,734.25 |
| 31 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 17444 | 736.4 | 1,28,45,761.6 |
| 32 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 11213 | 961.3 | 1,07,79,056.9 |
| 33 | Stairs, (excluding landings) except spiral- staircases | Sqm | 2735 | 764.95 | 20,92,138.25 |
| 34 | Under 20 cm wide | Metre | 139 | 208.55 | 28,988.45 |
| 35 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 1476 | 951.1 | 14,03,823.6 |
| 36 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 50 | 1,028.4 | 51,420 |
| 37 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1527 | 384.3 | 5,86,826.1 |
| 38 | 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 | 320 | 10,585.9 | 33,87,488 |
| 39 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 36 | 20,355.8 | 7,32,808.8 |
| 40 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 5150 | 78.4 | 4,03,760 |
| 41 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5480 | 9,504.75 | 5,20,86,030 |
| 42 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 402 | 9,655.7 | 38,81,591.4 |
| 43 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 120 | 9,806.7 | 11,76,804 |
| 44 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5201 | 9,860.4 | 5,12,83,940.4 |
| 45 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 300 | 10,011.35 | 30,03,405 |
| 46 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 144 | 10,162.35 | 14,63,378.4 |
| 47 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 4394 | 733.5 | 32,22,999 |
| 48 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 389 | 7,370.65 | 28,67,182.85 |
| 49 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 825 | 7,132.25 | 58,84,106.25 |
| 50 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 205 | 9,105.95 | 18,66,719.75 |
| 51 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 13 | 905.05 | 11,765.65 |
| 52 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 100 | 1,123.8 | 1,12,380 |
| 53 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 369 | 9,333.45 | 34,44,043.05 |
| 54 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 5137 | 8,752.55 | 4,49,61,849.35 |
| 55 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 382 | 7,197.75 | 27,49,540.5 |
| 56 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 5604 | 1,105.8 | 61,96,903.2 |
| 57 | Area of slab upto 0.50 sqm | Sqm | 1127 | 5,413.5 | 61,01,014.5 |
| 58 | Area of slab over 0.50 sqm | Sqm | 1721 | 5,136.3 | 88,39,572.3 |
| 59 | Each | 783 | 978.7 | 7,66,322.1 | |
| 60 | Granite of any colour and shade | Sqm | 20 | 3,617.55 | 72,351 |
| 61 | 25 mm thick | Sqm | 2060 | 2,651.35 | 54,61,781 |
| 62 | Red sand stone - 30 mm thick gang saw cut stone | Sqm | 200 | 2,902.65 | 5,80,530 |
| 63 | Decorative veneer facings of approved manufacture | Sqm | 25 | 1,946.25 | 48,656.25 |
| 64 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 6641 | 1,267.95 | 84,20,455.95 |
| 65 | 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. | Sqm | 167 | 5,015.05 | 8,37,513.35 |
| 66 | Second class teak wood | cum | 46 | 1,42,949.7 | 65,75,686.2 |
| 67 | 35 mm thick shutters | Sqm | 10 | 4,111.95 | 41,119.5 |
| 68 | Second class teak wood | Sqm | 6 | 3,323.2 | 19,939.2 |
| 69 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 16 | 3,473.85 | 55,581.6 |
| 70 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 138 | 3,167.95 | 4,37,177.1 |
| 71 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 99 | 2,392.65 | 2,36,872.35 |
| 72 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 2169 | 2,172.1 | 47,11,284.9 |
| 73 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 221 | 462.35 | 1,02,179.35 |
| 74 | Fixed to steel windows by welding | Kg | 230 | 219.1 | 50,393 |
| 75 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 30469 | 238.35 | 72,62,286.15 |
| 76 | 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 | 3133 | 228.85 | 7,16,987.05 |
| 77 | 100x75x3.50 mm | Each | 2060 | 62.05 | 1,27,823 |
| 78 | 300x16 mm | Each | 578 | 216.55 | 1,25,165.9 |
| 79 | 250x10 mm | Each | 1245 | 83.9 | 1,04,455.5 |
| 80 | 150x10 mm | Each | 16 | 59.45 | 951.2 |
| 81 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). | Each | 16 | 122.15 | 1,954.4 |
| 82 | 125 mm | Each | 1513 | 39.95 | 60,444.35 |
| 83 | 100 mm | Each | 1133 | 32.55 | 36,879.15 |
| 84 | 125x64x2.50 mm | Each | 294 | 129.85 | 38,175.9 |
| 85 | 250x10 mm | Each | 94 | 441.6 | 41,510.4 |
| 86 | 150x10 mm | Each | 2096 | 287.25 | 6,02,076 |
| 87 | 300x16x5 mm | Each | 991 | 322.2 | 3,19,300.2 |
| 88 | 250x16x5 mm | Each | 258 | 308 | 79,464 |
| 89 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 128 | 854.65 | 1,09,395.2 |
| 90 | Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 556 | 726.6 | 4,03,989.6 |
| 91 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 8 | 1,183.3 | 9,466.4 |
| 92 | 125 mm | Each | 88 | 256.65 | 22,585.2 |
| 93 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 551 | 121.65 | 67,029.15 |
| 94 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 19 | 983.15 | 18,679.85 |
| 95 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | Each | 2060 | 151.05 | 3,11,163 |
| 96 | 125 mm | Each | 1236 | 231.05 | 2,85,577.8 |
| 97 | 100 mm | Each | 1030 | 206.25 | 2,12,437.5 |
| 98 | 250x10 mm | Each | 1241 | 115.15 | 1,42,901.15 |
| 99 | 150x10 mm | Each | 13 | 82.55 | 1,073.15 |
| 100 | Single rubber stopper | Each | 631 | 39.6 | 24,987.6 |
| 101 | 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 | 50 | 492.7 | 24,635 |
| 102 | 30 mm thick pre laminated PVC door shutters | Sqm | 20 | 3,663.8 | 73,276 |
| 103 | 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 | 1286 | 570.95 | 7,34,241.7 |
| 104 | 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 | 58 | 3,720.75 | 2,15,803.5 |
| 105 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 602 | 4,488.95 | 27,02,347.9 |
| 106 | With 2nd class teak wood beading 62X19 mm | Sqm | 1159 | 1,597.15 | 18,51,096.85 |
| 107 | Using R4 series with frame (64 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height above 1.8m). | Sqm | 644 | 9,628.6 | 62,00,818.4 |
| 108 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 644 | 12,372.25 | 79,67,729 |
| 109 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 6 | 3,307.05 | 19,842.3 |
| 110 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 594 | 226 | 1,34,244 |
| 111 | 4.0 mm thick glass panes | Sqm | 1538 | 1,064.65 | 16,37,431.7 |
| 112 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 2717 | 614.2 | 16,68,781.4 |
| 113 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 42 | 8,595.15 | 3,60,996.3 |
| 114 | Medium shade pigment using 50% white cement and 50% ordinary cement | Sqm | 2166 | 1,507.1 | 32,64,378.6 |
| 115 | Extra if terrazzo tiles are laid in treads of steps not exceeding 30 cm in width. | Sqm | 750 | 124.05 | 93,037.5 |
| 116 | Medium shades pigment using 50% white cement and 50% ordinary cement | Sqm | 252 | 2,370.95 | 5,97,479.4 |
| 117 | Ordinary cement without any pigment | Sqm | 440 | 1,379 | 6,06,760 |
| 118 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 333 | 1,328.35 | 4,42,340.55 |
| 119 | Acid and alkali resistant tile | Sqm | 595 | 1,738.15 | 10,34,199.25 |
| 120 | Acid and alkali resistant tile | Sqm | 370 | 1,884.9 | 6,97,413 |
| 121 | 25 mm thick | Sqm | 2439 | 1,948.25 | 47,51,781.75 |
| 122 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 913 | 2,354.7 | 21,49,841.1 |
| 123 | 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 | 2149 | 1,096.55 | 23,56,485.95 |
| 124 | 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 | 50 | 1,112.7 | 55,635 |
| 125 | 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/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 15 | 1,330 | 19,950 |
| 126 | Size of Tile 500x500 mm | Sqm | 15 | 1,524.3 | 22,864.5 |
| 127 | Size of Tile 600x600 mm | Sqm | 1037 | 1,553.45 | 16,10,927.65 |
| 128 | Size of Tile 800 x 800 mm | Sqm | 889 | 1,534.85 | 13,64,481.65 |
| 129 | Size of Tile 600 x 600 mm | Sqm | 6373 | 1,502.75 | 95,77,025.75 |
| 130 | Size of Tile 800 x 1200 mm | Sqm | 667 | 2,056.9 | 13,71,952.3 |
| 131 | Size of Tile 600 x 1200 mm | Sqm | 281 | 1,797.3 | 5,05,041.3 |
| 132 | Size of Tile 600x600 mm | Sqm | 773 | 1,623.05 | 12,54,617.65 |
| 133 | Size of Tile 600x600 mm | Sqm | 6606 | 309.05 | 20,41,584.3 |
| 134 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 6606 | -13.3 | -87,859.8 |
| 135 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 139 | 4,481.3 | 6,22,900.7 |
| 136 | 100 mm diameter | Each | 605 | 362.85 | 2,19,524.25 |
| 137 | 75 mm diameter | Metre | 807 | 248.8 | 2,00,781.6 |
| 138 | 110 mm diameter | Metre | 2481 | 377.4 | 9,36,329.4 |
| 139 | 75 mm | Each | 226 | 91.7 | 20,724.2 |
| 140 | 110 mm | Each | 334 | 136.15 | 45,474.1 |
| 141 | 110 mm | Each | 28 | 127.6 | 3,572.8 |
| 142 | 75x75x75 mm | Each | 226 | 164.2 | 37,109.2 |
| 143 | 110x110x110 mm | Each | 366 | 234.15 | 85,698.9 |
| 144 | 110x110x110 mm | Each | 29 | 221.35 | 6,419.15 |
| 145 | 75 mm bend | Each | 226 | 105.9 | 23,933.4 |
| 146 | 110 mm bend | Each | 483 | 150.35 | 72,619.05 |
| 147 | 75 mm Shoe | Each | 226 | 93.1 | 21,040.6 |
| 148 | 110 mm Shoe | Each | 376 | 131.85 | 49,575.6 |
| 149 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1111 | 1,355.8 | 15,06,293.8 |
| 150 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 110 | 1,401.35 | 1,54,148.5 |
| 151 | 2 mm thick flat | Sqm | 480 | 1,245.65 | 5,97,912 |
| 152 | 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 | 3167 | 738.65 | 23,39,304.55 |
| 153 | Ridges plain (500 - 600mm) | Metre | 348 | 532.35 | 1,85,257.8 |
| 154 | Gutter (600 mm over all girth) | Metre | 462 | 1,313.7 | 6,06,929.4 |
| 155 | 1:4 (1 cement: 4 fine sand) | Sqm | 667 | 347.05 | 2,31,482.35 |
| 156 | 1:6 (1 cement: 6 fine sand) | Sqm | 32527 | 333.35 | 1,08,42,875.45 |
| 157 | 1:6 (1 cement: 6 fine sand) | Sqm | 19136 | 383 | 73,29,088 |
| 158 | 1:4 (1 cement: 4 coarse sand) | Sqm | 500 | 357.35 | 1,78,675 |
| 159 | 1:6 (1 cement: 6 coarse sand) | Sqm | 314 | 343.65 | 1,07,906.1 |
| 160 | 1:6 (1 cement: 6 coarse sand) | Sqm | 244 | 395.35 | 96,465.4 |
| 161 | 1:3 (1 cement: 3 fine sand) | Sqm | 33 | 439.25 | 14,495.25 |
| 162 | 1:4 (1 cement: 4 fine sand) | Sqm | 1094 | 425.55 | 4,65,551.7 |
| 163 | 20 mm cement plaster | Sqm | 2063 | 587.2 | 12,11,393.6 |
| 164 | 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). | Sqm | 500 | 518.55 | 2,59,275 |
| 165 | 1:3 (1 cement : 3 fine sand) | Sqm | 10984 | 300.45 | 33,00,142.8 |
| 166 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1667 | 262.7 | 4,37,920.9 |
| 167 | New work (three or more coats) | Sqm | 893 | 39.05 | 34,871.65 |
| 168 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 317 | 53.3 | 16,896.1 |
| 169 | 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 | 4500 | 185.65 | 8,35,425 |
| 170 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 250 | 116.9 | 29,225 |
| 171 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 750 | 160.6 | 1,20,450 |
| 172 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 8500 | 171.1 | 14,54,350 |
| 173 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 36889 | 193.7 | 71,45,399.3 |
| 174 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 26 | 67.4 | 1,752.4 |
| 175 | New work (two or more coats) | Sqm | 6161 | 54.4 | 3,35,158.4 |
| 176 | Two or more coats on new work | Sqm | 10355 | 155.9 | 16,14,344.5 |
| 177 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 278 | 226.25 | 62,897.5 |
| 178 | Two or more coats on new work | Sqm | 13852 | 146.8 | 20,33,473.6 |
| 179 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 37996 | 156.05 | 59,29,275.8 |
| 180 | Two coats | Sqm | 12954 | 137.45 | 17,80,527.3 |
| 181 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 193 | 1,360.45 | 2,62,566.85 |
| 182 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 2250 | 851.5 | 19,15,875 |
| 183 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5088 | 2,434.25 | 1,23,85,464 |
| 184 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 2250 | 1,503.6 | 33,83,100 |
| 185 | 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 | 292 | 3,551.25 | 10,36,965 |
| 186 | In lime mortar | cum | 2013 | 851.5 | 17,14,069.5 |
| 187 | In cement mortar | cum | 6169 | 2,060.2 | 1,27,09,373.8 |
| 188 | In lime mortar | cum | 2363 | 1,158.1 | 27,36,590.3 |
| 189 | In cement mortar | cum | 1769 | 2,458.95 | 43,49,882.55 |
| 190 | Of area 3 sq. metres and below | Each | 938 | 367.2 | 3,44,433.6 |
| 191 | Channels, angles, tees and flats | Kg | 1229 | 2.3 | 2,826.7 |
| 192 | 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 | 4202 | 5.65 | 23,741.3 |
| 193 | 75 to 80 mm dia pipe | Metre | 173 | 75.7 | 13,096.1 |
| 194 | 100 mm dia pipe | Metre | 113 | 78 | 8,814 |
| 195 | Water bound macadam road | Sqm | 525 | 217.45 | 1,14,161.25 |
| 196 | bituminous road | Sqm | 1900 | 428.5 | 8,14,150 |
| 197 | 15 mm to 40 mm nominal bore | Metre | 375 | 149.8 | 56,175 |
| 198 | Above 40 mm nominal bore | Metre | 201 | 161.4 | 32,441.4 |
| 199 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 3549 | 2,818.9 | 1,00,04,276.1 |
| 200 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 269 | 420.8 | 1,13,195.2 |
| 201 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 26816 | 263.95 | 70,78,083.2 |
| 202 | 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 | 17556 | 218.9 | 38,43,008.4 |
| 203 | 63 mm to 45 mm size stone aggregate | cum | 4678 | 1,636.05 | 76,53,441.9 |
| 204 | 53 mm to 22.4 mm size stone aggregate | cum | 53 | 1,842.3 | 97,641.9 |
| 205 | Stone screening 13.2 mm nominal size (Type A) | cum | 847 | 2,034.35 | 17,23,094.45 |
| 206 | Stone screening 11.2 mm nominal size (Type B) | cum | 50 | 2,247.75 | 1,12,387.5 |
| 207 | Moorum | cum | 418 | 768.25 | 3,21,128.5 |
| 208 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 1994 | 1,046.95 | 20,87,618.3 |
| 209 | With road roller/ hand roller | Sqm | 100 | 24.45 | 2,445 |
| 210 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 250 | 60.5 | 15,125 |
| 211 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 313 | 48.2 | 15,086.6 |
| 212 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 1250 | 281 | 3,51,250 |
| 213 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 313 | 505.65 | 1,58,268.45 |
| 214 | 25 mm thick | Sqm | 1250 | 854.15 | 10,67,687.5 |
| 215 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 281 | 88.55 | 24,882.55 |
| 216 | 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. | cum | 135 | 7,993.8 | 10,79,163 |
| 217 | Cement concrete prepared with batch mixing machine | cum | 4962 | 10,529.35 | 5,22,46,634.7 |
| 218 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 151 | 11,098.45 | 16,75,865.95 |
| 219 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 125 | 747.8 | 93,475 |
| 220 | 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 | 800 | 972 | 7,77,600 |
| 221 | 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 | 53 | 10,117.6 | 5,36,232.8 |
| 222 | 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 | 126 | 9,823.8 | 12,37,798.8 |
| 223 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 504 | 3,439.5 | 17,33,508 |
| 224 | With granite stone of area less than 0.50 sqm. | Sqm | 100 | 4,746.2 | 4,74,620 |
| 225 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 1926 | 2,017.6 | 38,85,897.6 |
| 226 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 837 | 1,045.65 | 8,75,209.05 |
| 227 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 362 | 1,091.5 | 3,95,123 |
| 228 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 620 | 3,081.95 | 19,10,809 |
| 229 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 36 | 6,767.4 | 2,43,626.4 |
| 230 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 56 | 6,515.55 | 3,64,870.8 |
| 231 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 8 | 6,258.75 | 50,070 |
| 232 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 2,226.35 | 4,452.7 |
| 233 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 15 | 1,879.2 | 28,188 |
| 234 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 217 | 1,513.6 | 3,28,451.2 |
| 235 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 8 | 3,960.55 | 31,684.4 |
| 236 | 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. | Each | 31 | 1,550.6 | 48,068.6 |
| 237 | 610x460 mm bowl depth 200 mm | Each | 122 | 3,873.8 | 4,72,603.6 |
| 238 | Orissa pattern W.C. pan of size 580x440 mm | Each | 110 | 3,169.05 | 3,48,595.5 |
| 239 | 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 | 31 | 349.15 | 10,823.65 |
| 240 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 8 | 1,034.8 | 8,278.4 |
| 241 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 103 | 6,940.75 | 7,14,897.25 |
| 242 | Flat back wash basin of size 630x450 mm | Each | 8 | 1,339.7 | 10,717.6 |
| 243 | 32 mm dia | Each | 13 | 103.9 | 1,350.7 |
| 244 | 40 mm dia | Each | 236 | 119.55 | 28,213.8 |
| 245 | Rectangular shape 453x357 mm | Each | 31 | 1,361.8 | 42,215.8 |
| 246 | Rectangular shape 1500x450 mm | Each | 3 | 2,093 | 6,279 |
| 247 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 50 | 1,083.5 | 54,175 |
| 248 | C.P. brass | Each | 31 | 803.7 | 24,914.7 |
| 249 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 465 | 1,151.9 | 5,35,633.5 |
| 250 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 528 | 1,044.75 | 5,51,628 |
| 251 | Sand cast iron S&S as per IS - 3989 | Each | 206 | 1,975.15 | 4,06,880.9 |
| 252 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 211 | 122.4 | 25,826.4 |
| 253 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 103 | 708.95 | 73,021.85 |
| 254 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 21 | 14,999.15 | 3,14,982.15 |
| 255 | 25 mm nominal dia Pipes | Metre | 5000 | 401.55 | 20,07,750 |
| 256 | 32 mm nominal dia Pipes | Metre | 5000 | 518.75 | 25,93,750 |
| 257 | 40 mm nominal dia Pipes | Metre | 1000 | 702.95 | 7,02,950 |
| 258 | 15 mm nominal dia Pipes | Metre | 5000 | 497.8 | 24,89,000 |
| 259 | 20 mm nominal dia Pipes | Metre | 1000 | 537.6 | 5,37,600 |
| 260 | 25 mm nominal dia Pipes | Metre | 1000 | 627.25 | 6,27,250 |
| 261 | 15 mm nominal dia Pipes | Metre | 50 | 244.7 | 12,235 |
| 262 | 40 mm nominal dia Pipes | Metre | 51 | 563.05 | 28,715.55 |
| 263 | 50 mm nominal dia Pipes | Metre | 540 | 794.25 | 4,28,895 |
| 264 | 80 mm nominal dia Pipes | Metre | 200 | 2,166.35 | 4,33,270 |
| 265 | 100 mm nominal dia Pipes | Metre | 300 | 3,271.7 | 9,81,510 |
| 266 | 150 mm nominal dia Pipes | Metre | 500 | 6,822.7 | 34,11,350 |
| 267 | 15 mm nominal bore | Each | 77 | 353.25 | 27,200.25 |
| 268 | 15 mm nominal bore | Each | 103 | 353.25 | 36,384.75 |
| 269 | 25 mm nominal bore | Each | 40 | 622.4 | 24,896 |
| 270 | 32 mm nominal bore. | Each | 100 | 689.6 | 68,960 |
| 271 | 40 mm nominal bore | Each | 100 | 826.1 | 82,610 |
| 272 | 50 mm nominal bore | Each | 112 | 1,026.65 | 1,14,984.8 |
| 273 | 80 mm nominal bore | Each | 7 | 2,604.55 | 18,231.85 |
| 274 | 20 mm nominal bore | Each | 103 | 462.5 | 47,637.5 |
| 275 | 25 mm nominal bore | Each | 107 | 464.05 | 49,653.35 |
| 276 | Horizontal | Each | 7 | 3,664.75 | 25,653.25 |
| 277 | 15 mm nominal bore | Each | 20 | 97.75 | 1,955 |
| 278 | 150 mm diameter | Each | 103 | 222.35 | 22,902.05 |
| 279 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 108 | 1,992.6 | 2,15,200.8 |
| 280 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 69 | 10,862.4 | 7,49,505.6 |
| 281 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 26 | 18,896.7 | 4,91,314.2 |
| 282 | 40 mm nominal bore | Each | 10 | 631.3 | 6,313 |
| 283 | 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 | 79000 | 11 | 8,69,000 |
| 284 | 15 mm nominal bore | Each | 243 | 506.8 | 1,23,152.4 |
| 285 | 15 mm nominal bore | Each | 206 | 798.95 | 1,64,583.7 |
| 286 | 15 mm nominal bore | Each | 22 | 670.45 | 14,749.9 |
| 287 | 15mm nominal bore | Each | 53 | 574.3 | 30,437.9 |
| 288 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 100 | 125.6 | 12,560 |
| 289 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 118.5 | 1,777.5 |
| 290 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 103 | 208.45 | 21,470.35 |
| 291 | 125 mm nominal dia with 25 mm waste hole | Each | 19 | 51.85 | 985.15 |
| 292 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 13 | 257.6 | 3,348.8 |
| 293 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 113 | 523.8 | 59,189.4 |
| 294 | 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 | 25 | 111.45 | 2,786.25 |
| 295 | 15 mm nominal bore with 30cm length | Each | 211 | 96.35 | 20,329.85 |
| 296 | 15 mm nominal bore with 45 cm length | Each | 206 | 121.9 | 25,111.4 |
| 297 | For 48.60 mm x 22.22 mm outer dia pipe | Each | 103 | 643.05 | 66,234.15 |
| 298 | 150 mm diameter | Metre | 966 | 695.8 | 6,72,142.8 |
| 299 | 200 mm diameter | Metre | 56 | 970.35 | 54,339.6 |
| 300 | 150 mm dia. R.C.C. pipe | Metre | 513 | 556.45 | 2,85,458.85 |
| 301 | 300 mm dia. R.C.C. pipe | Metre | 841 | 994.3 | 8,36,206.3 |
| 302 | Rectangular shape 600x450 mm internal dimensions | Each | 85 | 1,437.65 | 1,22,200.25 |
| 303 | Square shape 450 mm internal dimensions | Each | 75 | 1,155.45 | 86,658.75 |
| 304 | Circular shape 450 mm internal diameter | Each | 39 | 1,169.65 | 45,616.35 |
| 305 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 197 | 787 | 1,55,039 |
| 306 | For pipes 100 to 250 mm diameter | Each | 105 | 810.45 | 85,097.25 |
| 307 | For pipes 250 to 300 mm diameter | Each | 108 | 922.4 | 99,619.2 |
| 308 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 33 | 26,861.9 | 8,86,442.7 |
| 309 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1624 | 495.05 | 8,03,961.2 |
| 310 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 588 | 530.9 | 3,12,169.2 |
| 311 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1385 | 598.6 | 8,29,061 |
| 312 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 563 | 634.45 | 3,57,195.35 |
| 313 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 1440 | 1,176.8 | 16,94,592 |
| 314 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 862 | 1,505.25 | 12,97,525.5 |
| 315 | Upto 5mm depth and 5 mm width | Metre | 1857 | 96.75 | 1,79,664.75 |
| 316 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 71 | 5,325.9 | 3,78,138.9 |
| 317 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 1237 | 617.05 | 7,63,290.85 |
| 318 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 2575 | 688.9 | 17,73,917.5 |
| 319 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 35 | 8,042.3 | 2,81,480.5 |
| 320 | 150 mm nominal size dia | Metre | 451 | 807.45 | 3,64,159.95 |
| 321 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 264 | 1,509.8 | 3,98,587.2 |
| 322 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 262 | 1,538.25 | 4,03,021.5 |
| 323 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 197 | 1,538.25 | 3,03,035.25 |
| 324 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS- 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi- metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 139 | 9,502.35 | 13,20,826.65 |
| 325 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 768 | 1,525.6 | 11,71,660.8 |
| 326 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,387.25 | 3,69,362.5 |
| 327 | Frame size 45 x 70 mm | Metre | 150 | 705.85 | 1,05,877.5 |
| 328 | Frame size 65 x 125 mm | Metre | 44 | 1,381.6 | 60,790.4 |
| 329 | 35 mm thick | Sqm | 50 | 5,015.35 | 2,50,767.5 |
| Schedule total | ₹67,74,82,153.8 | ||||
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