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Tender Value
₹52.2 Cr
EMD Value
₹1.0 Cr
Closing Date
10 Apr 2026, 3:00 pmClosed
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 · 4 needing a document upload
Financial Eligibility Criteria: 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. SPECIAL NOTE:- The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfilment of Financial Eligibility Criteria should be with UDIN, failing which the offer is likely to be rejected without any further reference. (Authority: CE's letter No.- CE/G/Arb& Cont. Mgt./Tender Circular/Pt.1/317, Dated: 11:03.2025)
Financial Eligibility Criteria for JOINT VENTURE (JV): - The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para 10.2 of GCC April - 2022. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para 10.2 of GCC April - 2022. 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 for the purpose of satisfying compliance of the above-mentioned financial eligibility criteria in the tender under consideration.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI (available in document tab). Bid Capacity for JV: The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para 10.3 of GCC April - 2022 and its correction slip. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. SPECIAL NOTE:- The Bid Capacity attested/certified by CAs to substantiate fulfilment of Bid Capacity should be with UDIN, failing which the offer is likely to be rejected without any further reference.
Technical Eligibility Criteria: (a) The tenderer must have successfully completed or substantially completed any one 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: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one 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: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.
However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Technical Eligibility Criteria: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. 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.
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India or entity authorized by RBI to do so for the relevant date or immediately previous date for which rates have been published. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date or immediately previous date for which rates have been published.
[Explanation for Eligibility Criteria: 1. 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. 2. 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 fulfillment of credentials. 3. 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 fulfillment of credentials. 4. 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. 5. 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) of GCC April - 2022, the same shall be considered for the purpose of fulfillment of credentials.
6. In case a work is considered similar in nature for fulfillment 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. 7. 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. 8. 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.
9. 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. 10. 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. 11. 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 1.4.1 be passed on to the successor. 12. 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. 13. 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 beadded in partnership firm AB. 14. In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. 15. In case company A is merged with company B, then company B would get the credentials of company A also.]
Technical Eligibility Criteria for JOINT VENTURE (JV) ('a' or 'b' mentioned hereunder): (a) For Works without composite components The technical eligibility for the work as per para 10.1 of GCC April - 2022, 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 10.1 of GCC April - 2022, shall have technical capacity of minimum 10% of the cost of work i.e., each non-lead 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. (b) For works with composite components The technical eligibility for major component of work as per para 10.1 a of GCC April - 2022, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV' and technical eligibility for other component(s) of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'any member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work as per para 10.1 of GCC April - 2022, shall have technical capacity of minimum 10% of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (non-lead) member of 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 cost of any component of work mentioned in technical eligibility criteria. Note for Technical Eligibility Criteria: a) The Major component of the work for this purpose shall be the component of work having highest value. In cases where value of two or more component of work is same, any one work can be classified as Major component of work. b) Value of a completed work done by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above-mentioned technical eligibility criteria in the tender under consideration.
Defination of Similar Work :- Any civil engineering works.
152 conditions · 7 needing a document upload
Checklists for submission of documents while submitting the tender. : It shall be mandatory to submit the following documents (relevant to the nature of the firm) along with offer.
If the accepted tender value is more than 5% below the advertised tender value, the contractor shall submit an additional Performance Guarantee at the rate of 5% of the contract value. (Authirity : Advance Correction Slip No. 11 to IRS GCC April-2022)
For Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.: - Please submit a Self-certificate by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. in the prescribed format as Annexure-V(A). Non submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer.
Fulfillment of Standard Technical and Financial Criteria as per tender documents.
(a) Sole Proprietorship Firm: (i) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC April-2022.
(b) HUF: (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) All other documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC April-2022.
(c) Partnership Firm: The following documents shall be submitted by the partnership firm, with the tender: (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 Standard General Conditions of Contract. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(d) Joint Venture (JV) (If applicable): The tenderer shall submit all documents as mentioned in para 17 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(e) Company registered under Companies Act 2013: (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) All other documents in terms Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(f) LLP (Limited Liability Partnership): (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 the Tender Form (Second Sheet) of IRSGCC April- 2022.
(g) Registered Society & Registered Trust: (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 & Regulations of the Society (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
Declaration regarding Retd Railway Employee.
PAN
GST REGISTRATION
EPF REGISTRATION (IF APPLICABLE)
Bid Security as Bank Guarantee Bond from a scheduled commercial bank of India . The Bank Guarantee Bond shall be as per Annexure VIA (AVAILABLE IN GCC APRIL 2022 WHICH IS UPLOADED IN DOCUMENT TAB) and shall be valid for a period of 90 days beyond the bid validity period. The original Bank Guarantee should be delivered to officials of Engineering Tender cell/ RNC, before closing date for submission of bids (i.e. excluding the last date of submission of bids). 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. Bank Guarantee Bond should be with following details:-
1.15.1 Acting through - DRM(Engg.), South Eastern Railway, Ranchi.
Beneficiary: FA & CAO, South Eastern Railway, Garden Reach, 1.15.2 Kolkata.
Duly filled and signed Annexure VIB (AVAILABLE IN GCC APRIL 2022 WHICH IS UPLOADED IN DOCUMENT TAB) ) duly supported by Audited Balance Sheet duly certified by the Chartered Accountant. (for work costing more than 50 lakhs )
Technical Eligibility Criteria (for work costing more than 50 lakhs).
BID CAPACITY:- For tenders having advertised value more than Rs 10 crore.
Joint Venture (JV):- For tenders having advertised value more than Rs 10 crore.
Commercial-Compliance:-
Tenderer must have valid PF code number. Tenderer should upload document with respect to valid PF code number . Bill will be cleared only after verification of PF challan paid for previous month among all other statutory dues by the contractor/establishment.
Tenderers are required to upload copy of Permanent Account Number & GST.
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.
Construction of various types of buildings including barracks, quarters, Officers' Rest House, transit accommodation for officers, Subordinate Rest House, Multipurpose Hall at Hatia, service buildings, etc., in Ranchi Division.
DRMENGGRNC-15-2026
DRMENGGRNC-15-2026
Open
Works - General
12 Months
Ranchi, Jharkhand
₹0
₹1.0 Cr
10 Apr 2026
17 Mar 2026
27 Mar 2026
389 items across 2 schedules · ₹47,13,26,885.49 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 250 | 174.04 | 43,510 |
| 2 | 2km | cum | 265 | 196.66 | 52,114.9 |
| 3 | 1km | Tonne | 2 | 154.7 | 309.4 |
| 4 | All kinds of soil | cum | 780 | 177.5 | 1,38,450 |
| 5 | All kinds of soil. | cum | 11587 | 260.3 | 30,16,096.1 |
| 6 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 40 | 998.65 | 39,946 |
| 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 | 5210 | 196 | 10,21,160 |
| 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 | 1796 | 700.5 | 12,58,098 |
| 9 | All kinds of soil | cum | 250 | 126.8 | 31,700 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1740 | 2,123.75 | 36,95,325 |
| 11 | All kinds of soil | Sqm | 10500 | 34.15 | 3,58,575 |
| 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 | 5600 | 17.6 | 98,560 |
| 13 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 250 | 38.9 | 9,725 |
| 14 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 700 | 53.45 | 37,415 |
| 15 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 2715 | 310.05 | 8,41,785.75 |
| 16 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 280 | 93.05 | 26,054 |
| 17 | 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 | 71 | 8,340.85 | 5,92,200.35 |
| 18 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 561 | 7,878.5 | 44,19,838.5 |
| 19 | 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 | 612 | 7,294.7 | 44,64,356.4 |
| 20 | 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 | 140 | 9,895.2 | 13,85,328 |
| 21 | Foundations, footings, bases for columns | Sqm | 1331 | 392.15 | 5,21,951.65 |
| 22 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 65 | 842.5 | 54,762.5 |
| 23 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 280 | 410.85 | 1,15,038 |
| 24 | 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 | 40 | 495.75 | 19,830 |
| 25 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 85 | 749.3 | 63,690.5 |
| 26 | 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 | 265 | 9,045.75 | 23,97,123.75 |
| 27 | 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 | 204 | 10,852.95 | 22,14,001.8 |
| 28 | cum | 31 | 11,505.5 | 3,56,670.5 | |
| 29 | cum | 15 | 8,821.65 | 1,32,324.75 | |
| 30 | cum | 20 | 11,454.35 | 2,29,087 | |
| 31 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2996 | 392.15 | 11,74,881.4 |
| 32 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 560 | 842.5 | 4,71,800 |
| 33 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 10405 | 927.25 | 96,48,036.25 |
| 34 | Shelves (Cast in situ) | Sqm | 72 | 927.25 | 66,762 |
| 35 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 15693 | 736.4 | 1,15,56,325.2 |
| 36 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 11177 | 961.3 | 1,07,44,450.1 |
| 37 | Stairs, (excluding landings) except spiral- staircases | Sqm | 442 | 764.95 | 3,38,107.9 |
| 38 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 30 | 392.15 | 11,764.5 |
| 39 | Under 20 cm wide | Metre | 232 | 208.55 | 48,383.6 |
| 40 | Cornices and mouldings | Sqm | 10 | 856.8 | 8,568 |
| 41 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 1562 | 951.1 | 14,85,618.2 |
| 42 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 4385 | 1,028.4 | 45,09,534 |
| 43 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 3388 | 841.95 | 28,52,526.6 |
| 44 | 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 | 8 | 10,585.9 | 84,687.2 |
| 45 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 383489 | 107.85 | 4,13,59,288.65 |
| 46 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 498260 | 107.85 | 5,37,37,341 |
| 47 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1970 | 9,504.75 | 1,87,24,357.5 |
| 48 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 430 | 9,655.7 | 41,51,951 |
| 49 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3155 | 9,860.4 | 3,11,09,562 |
| 50 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 887 | 10,011.35 | 88,80,067.45 |
| 51 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 1481.68 | — | 733.5 | 10,86,812.28 |
| 52 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 26 | 7,370.65 | 1,91,636.9 |
| 53 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 785 | 7,132.25 | 55,98,816.25 |
| 54 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 9,344.35 | 46,721.75 |
| 55 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1638.5 | 9,105.95 | 1,49,20,099.08 |
| 56 | Sqm | 3900 | 865.65 | 33,76,035 | |
| 57 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 10 | 905.05 | 9,050.5 |
| 58 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 152 | 1,123.8 | 1,70,817.6 |
| 59 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 959 | 8,752.55 | 83,93,695.45 |
| 60 | Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove edges and jointed with bonding plaster as per manufacturer's specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 | Sqm | 250 | 1,023.6 | 2,55,900 |
| 61 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 2025 | 1,105.8 | 22,39,245 |
| 62 | 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 | 850 | 8,333.65 | 70,83,602.5 |
| 63 | Granite stone of any colour and shade | Sqm | 190 | 3,094.55 | 5,87,964.5 |
| 64 | Area of slab upto 0.50 sqm | Sqm | 30 | 3,414.8 | 1,02,444 |
| 65 | Area of slab over 0.50 sqm | Sqm | 30 | 3,078.4 | 92,352 |
| 66 | Area of slab upto 0.50 sqm | Sqm | 144 | 5,413.5 | 7,79,544 |
| 67 | Area of slab over 0.50 sqm | Sqm | 675 | 5,136.3 | 34,67,002.5 |
| 68 | Area of slab upto 0.50 sqm | Sqm | 20 | 4,170.7 | 83,414 |
| 69 | Area of slab over 0.50 sqm | Sqm | 10 | 3,848.7 | 38,487 |
| 70 | Granite work | Metre | 158 | 510.95 | 80,730.1 |
| 71 | Metre | 60 | 568.55 | 34,113 | |
| 72 | Each | 28 | 978.7 | 27,403.6 | |
| 73 | Sqm | 50 | 506.7 | 25,335 | |
| 74 | Decorative veneer facings of approved manufacture | Sqm | 50 | 1,946.25 | 97,312.5 |
| 75 | 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 | 1330 | 1,267.95 | 16,86,373.5 |
| 76 | 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 | 288 | 5,015.05 | 14,44,334.4 |
| 77 | Second class teak wood | cum | 23.39 | 1,42,949.7 | 33,43,593.48 |
| 78 | Sal wood | cum | 1.38 | 1,16,520.3 | 1,60,798.01 |
| 79 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). | Sqm | 10 | 193.55 | 1,935.5 |
| 80 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 64 | 3,473.85 | 2,22,326.4 |
| 81 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 137 | 3,167.95 | 4,34,009.15 |
| 82 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 1242 | 2,392.65 | 29,71,671.3 |
| 83 | On one side only | Sqm | 486 | 478 | 2,32,308 |
| 84 | 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 | 20 | 462.35 | 9,247 |
| 85 | Rectangular or square | Sqm | 32 | 199.15 | 6,372.8 |
| 86 | 25 mm dia (heavy type) | Metre | 290.8 | 186.4 | 54,205.12 |
| 87 | Fixed to steel windows by welding | Kg | 1185 | 219.1 | 2,59,633.5 |
| 88 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4205 | 238.35 | 10,02,261.75 |
| 89 | 300x16 mm | Each | 321 | 216.55 | 69,512.55 |
| 90 | 250x16 mm | Each | 206 | 193.7 | 39,902.2 |
| 91 | 250x10 mm | Each | 642 | 83.9 | 53,863.8 |
| 92 | 150x10 mm | Each | 410 | 59.45 | 24,374.5 |
| 93 | 125 mm | Each | 402 | 39.95 | 16,059.9 |
| 94 | 75 mm | Each | 266 | 29.7 | 7,900.2 |
| 95 | 125x64x1.90 mm | Each | 143 | 118.2 | 16,902.6 |
| 96 | 100X58X1.90 mm | Each | 544 | 107.1 | 58,262.4 |
| 97 | 250x10 mm | Each | 14 | 441.6 | 6,182.4 |
| 98 | 200x10 mm | Each | 384 | 358.4 | 1,37,625.6 |
| 99 | 150x10 mm | Each | 16 | 287.25 | 4,596 |
| 100 | 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 | 252 | 854.65 | 2,15,371.8 |
| 101 | 50 mm | Each | 120 | 356.75 | 42,810 |
| 102 | 125 mm | Each | 30 | 256.65 | 7,699.5 |
| 103 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 8 | 121.65 | 973.2 |
| 104 | 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 | 96 | 1,124.85 | 1,07,985.6 |
| 105 | 125 mm | Each | 50 | 231.05 | 11,552.5 |
| 106 | 100 mm | Each | 50 | 206.25 | 10,312.5 |
| 107 | Twin rubber stopper | Each | 96 | 72.35 | 6,945.6 |
| 108 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc.complete. | Each | 35 | 868.95 | 30,413.25 |
| 109 | Double strip (horizontal type) | Each | 720 | 39.7 | 28,584 |
| 110 | Extruded section profile size 48x40 mm | Metre | 692 | 270.2 | 1,86,978.4 |
| 111 | Extruded section profile size 42x50 mm | Metre | 15.7 | 331.35 | 5,202.2 |
| 112 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | Sqm | 224 | 2,969.25 | 6,65,112 |
| 113 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 5 | 3,253.8 | 16,269 |
| 114 | 1.5 mm thick | Sqm | 690 | 1,045.95 | 7,21,705.5 |
| 115 | 1.0 mm thick | Sqm | 68 | 897.3 | 61,016.4 |
| 116 | Second class teak wood | Sqm | 183 | 5,217.65 | 9,54,829.95 |
| 117 | With 12 mm mild steel U beading | Sqm | 976 | 1,228 | 11,98,528 |
| 118 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 244 | 10,993.55 | 26,82,426.2 |
| 119 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 18 | 10,874.2 | 1,95,735.6 |
| 120 | Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 175 | 8,748.35 | 15,30,961.25 |
| 121 | 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 | 205 | 8,543.6 | 17,51,438 |
| 122 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 105 | 8,247.25 | 8,65,961.25 |
| 123 | Using R2 series with frame (39mm & above ) x (39mm & above) & sash (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter; each openable shutter upto 0.8m width) | Sqm | 102 | 9,870.15 | 10,06,755.3 |
| 124 | Using R4 series with frame (64 mm & above) x (55mm & above) & sash (64 mm & above) x (100mm & above) & French (False) mullion (64 mm & above) x (60mm & above). (Height above 2.5 meter). | Sqm | 30 | 11,818.95 | 3,54,568.5 |
| 125 | 18 mm thick | Sqm | 540 | 1,362.3 | 7,35,642 |
| 126 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer- in-charge. | Sqm | 960 | 1,010.6 | 9,70,176 |
| 127 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 540 | 2,829.25 | 15,27,795 |
| 128 | 200 mm | Each | 742 | 186.65 | 1,38,494.3 |
| 129 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 1200 | 272 | 3,26,400 |
| 130 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 120 | 885.1 | 1,06,212 |
| 131 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer- in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 390 | 533.25 | 2,07,967.5 |
| 132 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 5000 | 117.35 | 5,86,750 |
| 133 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 43300 | 133.7 | 57,89,210 |
| 134 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 41 | 11,439.6 | 4,69,023.6 |
| 135 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 10 | 5,804.35 | 58,043.5 |
| 136 | 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 | 70 | 131.05 | 9,173.5 |
| 137 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 14 | 583.3 | 8,166.2 |
| 138 | Hot finished welded type tubes | Kg | 12300 | 194.4 | 23,91,120 |
| 139 | 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 | 70 | 226 | 15,820 |
| 140 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 121 | 220.65 | 26,698.65 |
| 141 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 182 | 97.2 | 17,690.4 |
| 142 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 74300 | 172.6 | 1,28,24,180 |
| 143 | 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 | 7996 | 772.4 | 61,76,110.4 |
| 144 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 10 | 844.7 | 8,447 |
| 145 | 1:6 (1cement : 6 coarse sand) | Sqm | 2130 | 965.55 | 20,56,621.5 |
| 146 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 126 | 614.2 | 77,389.2 |
| 147 | 18 mm thick | Sqm | 230 | 662.05 | 1,52,271.5 |
| 148 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 200 | 8,595.15 | 17,19,030 |
| 149 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 844 | 1,328.35 | 11,21,127.4 |
| 150 | Dark shade pigment using ordinary cement | Sqm | 50 | 1,119.5 | 55,975 |
| 151 | 25 mm thick | Sqm | 318 | 1,948.25 | 6,19,543.5 |
| 152 | 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 | 53 | 2,354.7 | 1,24,799.1 |
| 153 | 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 | 358 | 1,096.55 | 3,92,564.9 |
| 154 | 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 | 3665 | 1,112.7 | 40,78,045.5 |
| 155 | Size of Tile 600x600 mm | Sqm | 4132 | 1,553.45 | 64,18,855.4 |
| 156 | Size of Tile 600 x 600 mm | Sqm | 800 | 1,453.65 | 11,62,920 |
| 157 | Size of Tile 600 x 1200 mm | Sqm | 1708 | 1,577.15 | 26,93,772.2 |
| 158 | Size of Tile 600 x 600 mm | Sqm | 400 | 1,502.75 | 6,01,100 |
| 159 | Size of Tile 600 x 1200 mm | Sqm | 1985 | 1,798.8 | 35,70,618 |
| 160 | Size of Tile 800 x 800 mm | Sqm | 400 | 1,728.8 | 6,91,520 |
| 161 | Size of Tile 600 x 600 mm | Sqm | 1449 | 1,464.85 | 21,22,567.65 |
| 162 | Size of Tile 600 x 1200 mm | Sqm | 562 | 1,797.3 | 10,10,082.6 |
| 163 | Size of Tile 500x500 mm | Sqm | 100 | 1,593.9 | 1,59,390 |
| 164 | Size of Tile 600x600 mm | Sqm | 1150 | 1,623.05 | 18,66,507.5 |
| 165 | Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and confirming to IS:15622, of approved make , brand and manufacturer , laid on 20 mm thick base cement mortar 1:4 (1 cement 4 coarse sand ) jointing with grey cement slurry @3.30 kg/sqm including grouting the joints with white cement and matching pigments etc. The slab must be cut with zero chipping diamond cutter only . Laying of slab will be done with the help of notch trowel , wedge , clips of required thickness , vacuum cups for lifting , leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800 x2400 mm of all colors and shades | Sqm | 910 | 3,623.95 | 32,97,794.5 |
| 166 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 98 | 3,186.7 | 3,12,296.6 |
| 167 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 294 | 4,481.3 | 13,17,502.2 |
| 168 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 252 | 195.6 | 49,291.2 |
| 169 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 100 | 607.45 | 60,745 |
| 170 | 75 mm diameter | Metre | 412 | 248.8 | 1,02,505.6 |
| 171 | 110 mm diameter | Metre | 1278 | 377.4 | 4,82,317.2 |
| 172 | 75 mm | Each | 97 | 91.7 | 8,894.9 |
| 173 | 110 mm | Each | 195 | 136.15 | 26,549.25 |
| 174 | 75 mm | Each | 84 | 93.1 | 7,820.4 |
| 175 | 110 mm | Each | 126 | 127.6 | 16,077.6 |
| 176 | 75x75x75 mm | Each | 109 | 164.2 | 17,897.8 |
| 177 | 110x110x110 mm | Each | 247 | 234.15 | 57,835.05 |
| 178 | 75x75x75 mm | Each | 84 | 144.3 | 12,121.2 |
| 179 | 110x110x110 mm | Each | 126 | 221.35 | 27,890.1 |
| 180 | 75 mm bend | Each | 114 | 105.9 | 12,072.6 |
| 181 | 110 mm bend | Each | 362 | 150.35 | 54,426.7 |
| 182 | 75 mm Shoe | Each | 94 | 93.1 | 8,751.4 |
| 183 | 110 mm Shoe | Each | 200 | 131.85 | 26,370 |
| 184 | 75 mm | Each | 105 | 369.85 | 38,834.25 |
| 185 | 110 mm | Each | 387 | 371.3 | 1,43,693.1 |
| 186 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 15 | 54.7 | 820.5 |
| 187 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1190 | 1,355.8 | 16,13,402 |
| 188 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 150 | 1,529.1 | 2,29,365 |
| 189 | 2 mm thick flat | Sqm | 217 | 1,245.65 | 2,70,306.05 |
| 190 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | Sqm | 50 | 433.45 | 21,672.5 |
| 191 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). | Sqm | 10 | 96.9 | 969 |
| 192 | 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 | 1475 | 738.65 | 10,89,508.75 |
| 193 | Ridges plain (500 - 600mm) | Metre | 81 | 532.35 | 43,120.35 |
| 194 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 650 | 2,068.75 | 13,44,687.5 |
| 195 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 400 | 2,215.15 | 8,86,060 |
| 196 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 95 | 1,808.65 | 1,71,821.75 |
| 197 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 347.05 | 69,410 |
| 198 | 1:6 (1 cement: 6 fine sand) | Sqm | 28970 | 333.35 | 96,57,149.5 |
| 199 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 399.45 | 79,890 |
| 200 | 1:6 (1 cement: 6 fine sand) | Sqm | 20962 | 383 | 80,28,446 |
| 201 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2555 | 343.65 | 8,78,025.75 |
| 202 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1055 | 487.4 | 5,14,207 |
| 203 | 1:4 (1 cement: 4 fine sand) | Sqm | 76 | 477.9 | 36,320.4 |
| 204 | 12 mm cement plaster | Sqm | 50 | 449.55 | 22,477.5 |
| 205 | 1:3 (1 cement : 3 fine sand) | Sqm | 16290 | 300.45 | 48,94,330.5 |
| 206 | Neat cement punning. | Sqm | 206 | 79.95 | 16,469.7 |
| 207 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 46477 | 262.7 | 1,22,09,507.9 |
| 208 | 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 | 30415 | 185.65 | 56,46,544.75 |
| 209 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1160 | 116.9 | 1,35,604 |
| 210 | 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 | 1505 | 223.6 | 3,36,518 |
| 211 | 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 | 8800 | 160.6 | 14,13,280 |
| 212 | 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 | 8802 | 171.1 | 15,06,022.2 |
| 213 | 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 | 550 | 193.7 | 1,06,535 |
| 214 | 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 | 600 | 176.25 | 1,05,750 |
| 215 | 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 | 6550 | 181.25 | 11,87,187.5 |
| 216 | Two or more coats on new work | Sqm | 700 | 155.9 | 1,09,130 |
| 217 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 2636 | 226.25 | 5,96,395 |
| 218 | Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish | Sqm | 20 | 236.1 | 4,722 |
| 219 | 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 | 16330 | 156.05 | 25,48,296.5 |
| 220 | Old work (one or more coats) | Sqm | 1500 | 62.7 | 94,050 |
| 221 | One coat | Sqm | 300 | 95.45 | 28,635 |
| 222 | Two coats | Sqm | 17270 | 142.8 | 24,66,156 |
| 223 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 7900 | 73.95 | 5,84,205 |
| 224 | One or more coats on old work | Sqm | 200 | 102.8 | 20,560 |
| 225 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 1500 | 131.3 | 1,96,950 |
| 226 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). | Sqm | 1500 | 88.55 | 1,32,825 |
| 227 | 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 | 50 | 1,360.45 | 68,022.5 |
| 228 | Orissa pattern W.C Pan of size 580x440 mm | Each | 4 | 4,478.75 | 17,915 |
| 229 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 77 | 2,434.25 | 1,87,437.25 |
| 230 | 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 | 18 | 3,551.25 | 63,922.5 |
| 231 | In cement mortar | cum | 348 | 2,060.2 | 7,16,949.6 |
| 232 | Of area 3 sq. metres and below | Each | 5 | 367.2 | 1,836 |
| 233 | Of area 3 sq. metres and below | Each | 30 | 143.5 | 4,305 |
| 234 | Of area beyond 3 sq. metres | Each | 6 | 188.9 | 1,133.4 |
| 235 | 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 | 100 | 5.65 | 565 |
| 236 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 2000 | 3.85 | 7,700 |
| 237 | For thickness of tiles 10 mm to 25 mm | Sqm | 1762 | 73.4 | 1,29,330.8 |
| 238 | G.S. Sheet | Sqm | 650 | 164.95 | 1,07,217.5 |
| 239 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1439 | 1,045.65 | 15,04,690.35 |
| 240 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 96 | 6,767.4 | 6,49,670.4 |
| 241 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 82 | 6,515.55 | 5,34,275.1 |
| 242 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 243 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 1 | 9,612.4 | 9,612.4 |
| 244 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 245 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 24 | 2,301.75 | 55,242 |
| 246 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 64 | 1,879.2 | 1,20,268.8 |
| 247 | 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 | 14 | 3,960.55 | 55,447.7 |
| 248 | 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 | 120 | 1,550.6 | 1,86,072 |
| 249 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 4 | 1,683.35 | 6,733.4 |
| 250 | 510x1040 mm bowl depth 250 mm | Each | 85 | 6,945.6 | 5,90,376 |
| 251 | 610x510 mm bowl depth 200 mm | Each | 6 | 4,940.8 | 29,644.8 |
| 252 | 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 | 29 | 349.15 | 10,125.35 |
| 253 | 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 | 57 | 6,940.75 | 3,95,622.75 |
| 254 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 6 | 1,648.95 | 9,893.7 |
| 255 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 4,048.65 | 16,194.6 |
| 256 | 32 mm dia | Each | 20 | 103.9 | 2,078 |
| 257 | 32 mm dia | Each | 24 | 119.55 | 2,869.2 |
| 258 | 40 mm dia | Each | 173 | 119.55 | 20,682.15 |
| 259 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 195 | 53.25 | 10,383.75 |
| 260 | Rectangular shape 453x357 mm | Each | 100 | 1,361.8 | 1,36,180 |
| 261 | Oval shape 450x350 mm (outer dimensions) | Each | 60 | 1,377.1 | 82,626 |
| 262 | Rectangular shape 1500x450 mm | Each | 22 | 2,093 | 46,046 |
| 263 | 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 | 13 | 1,083.5 | 14,085.5 |
| 264 | C.P. brass | Each | 36 | 803.7 | 28,933.2 |
| 265 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 300 | 1,151.9 | 3,45,570 |
| 266 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 300 | 1,044.75 | 3,13,425 |
| 267 | 75 mm dia pipe | Each | 120 | 168.2 | 20,184 |
| 268 | 100 mm dia pipe | Each | 120 | 198.15 | 23,778 |
| 269 | Sand cast iron S&S as per IS - 1729 | Each | 60 | 598.5 | 35,910 |
| 270 | Sand cast iron S&S as per IS - 1729 | Each | 60 | 501.45 | 30,087 |
| 271 | Sand cast iron S&S as per IS - 1729 | Each | 60 | 584.25 | 35,055 |
| 272 | Sand cast iron S&S as per IS - 1729 | Each | 60 | 490.05 | 29,403 |
| 273 | 100 mm | Each | 60 | 139.7 | 8,382 |
| 274 | 75 mm | Each | 60 | 90.3 | 5,418 |
| 275 | 100 mm dia | Metre | 75 | 713.2 | 53,490 |
| 276 | 100 mm diameter pipe | Metre | 240 | 82.8 | 19,872 |
| 277 | 75 mm diameter pipe | Metre | 240 | 62.95 | 15,108 |
| 278 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 122 | 122.4 | 14,932.8 |
| 279 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 21 | 168.35 | 3,535.35 |
| 280 | 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 | 32 | 231.95 | 7,422.4 |
| 281 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 13 | 673.4 | 8,754.2 |
| 282 | 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 | 152 | 708.95 | 1,07,760.4 |
| 283 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 138 | 713.2 | 98,421.6 |
| 284 | 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 | 47 | 14,999.15 | 7,04,960.05 |
| 285 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 2 | 7,979.2 | 15,958.4 |
| 286 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 18 | 18,212.9 | 3,27,832.2 |
| 287 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 384 | 362.9 | 1,39,353.6 |
| 288 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 1400 | 316.25 | 4,42,750 |
| 289 | PPR Union 32mm | Each | 260 | 403.7 | 1,04,962 |
| 290 | 15 mm nominal dia Pipes | Metre | 30 | 286.8 | 8,604 |
| 291 | 20 mm nominal dia Pipes | Metre | 1100 | 335 | 3,68,500 |
| 292 | 25 mm nominal dia Pipes | Metre | 181 | 401.55 | 72,680.55 |
| 293 | 32 mm nominal dia Pipes | Metre | 246 | 518.75 | 1,27,612.5 |
| 294 | 40 mm nominal dia Pipes | Metre | 35 | 702.95 | 24,603.25 |
| 295 | 15 mm nominal dia Pipes | Metre | 1100 | 497.8 | 5,47,580 |
| 296 | 20 mm nominal dia Pipes | Metre | 667 | 537.6 | 3,58,579.2 |
| 297 | 25 mm nominal dia Pipes | Metre | 271 | 627.25 | 1,69,984.75 |
| 298 | 32 mm nominal dia Pipes | Metre | 150 | 739.3 | 1,10,895 |
| 299 | 15 mm nominal dia Pipes | Metre | 120 | 244.7 | 29,364 |
| 300 | 20 mm nominal dia Pipes | Metre | 105 | 274.3 | 28,801.5 |
| 301 | 25 mm nominal dia Pipes | Metre | 150 | 355.4 | 53,310 |
| 302 | 32 mm nominal dia Pipes | Metre | 290 | 438.6 | 1,27,194 |
| 303 | 40 mm nominal dia Pipes | Metre | 280 | 563.05 | 1,57,654 |
| 304 | 50 mm nominal dia Pipes | Metre | 171 | 794.25 | 1,35,816.75 |
| 305 | 65 mm nominal dia Pipes | Metre | 50 | 1,674.4 | 83,720 |
| 306 | 20 mm nominal bore | Each | 15 | 379.2 | 5,688 |
| 307 | 15 mm nominal bore | Each | 14 | 353.25 | 4,945.5 |
| 308 | 20 mm nominal bore | Each | 15 | 379.2 | 5,688 |
| 309 | 20 mm nominal bore | Each | 16 | 539.95 | 8,639.2 |
| 310 | 32 mm nominal bore. | Each | 118 | 689.6 | 81,372.8 |
| 311 | 15 mm nominal bore | Each | 60 | 406.85 | 24,411 |
| 312 | 20 mm nominal bore | Each | 98 | 462.5 | 45,325 |
| 313 | 25 mm nominal bore | Each | 18 | 464.05 | 8,352.9 |
| 314 | 15 mm nominal bore | Each | 14 | 85 | 1,190 |
| 315 | 20 mm nominal bore | Each | 14 | 93.55 | 1,309.7 |
| 316 | 15 mm nominal bore | Each | 48 | 97.75 | 4,692 |
| 317 | 20 mm nominal bore | Each | 48 | 119.05 | 5,714.4 |
| 318 | 100 mm diameter | Each | 136 | 193.95 | 26,377.2 |
| 319 | 150 mm diameter | Each | 49 | 222.35 | 10,895.15 |
| 320 | 80 mm diameter pipe | Each | 20 | 215.1 | 4,302 |
| 321 | 100 mm diameter pipe | Each | 35 | 332 | 11,620 |
| 322 | 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 | 135000 | 11 | 14,85,000 |
| 323 | 15 mm nominal bore | Each | 60 | 506.8 | 30,408 |
| 324 | 15 mm nominal bore | Each | 17 | 820.7 | 13,951.9 |
| 325 | 15 mm nominal bore | Each | 14 | 798.95 | 11,185.3 |
| 326 | 15mm nominal bore | Each | 290 | 574.3 | 1,66,547 |
| 327 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 115 | 74.8 | 8,602 |
| 328 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 245 | 125.6 | 30,772 |
| 329 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 120 | 176.85 | 21,222 |
| 330 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 118.5 | 592.5 |
| 331 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 360 | 218.1 | 78,516 |
| 332 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 19 | 208.45 | 3,960.55 |
| 333 | 100 mm nominal dia | Each | 280 | 37.6 | 10,528 |
| 334 | 125 mm nominal dia with 25 mm waste hole | Each | 30 | 51.85 | 1,555.5 |
| 335 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 4 | 523.8 | 2,095.2 |
| 336 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 120 | 156.9 | 18,828 |
| 337 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 60 | 121.4 | 7,284 |
| 338 | 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 | 172 | 111.45 | 19,169.4 |
| 339 | 15 mm nominal bore with 45 cm length | Each | 104 | 121.9 | 12,677.6 |
| 340 | 15 mm nominal bore, weighing not less than 32 gms | Each | 240 | 53.6 | 12,864 |
| 341 | With common burnt clay F.P.S. (non modular) bricks | Each | 328 | 416.8 | 1,36,710.4 |
| 342 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 20 | 452 | 9,040 |
| 343 | 150 mm dia. R.C.C. pipe | Metre | 10 | 556.45 | 5,564.5 |
| 344 | 250 mm dia. R.C.C. pipe | Metre | 10 | 899.8 | 8,998 |
| 345 | 300 mm dia. R.C.C. pipe | Metre | 20 | 994.3 | 19,886 |
| 346 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 6,937.9 | 34,689.5 |
| 347 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 27 | 26,861.9 | 7,25,271.3 |
| 348 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 5024 | 495.05 | 24,87,131.2 |
| 349 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 530.9 | 21,236 |
| 350 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 5768 | 598.6 | 34,52,724.8 |
| 351 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 352 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 1404 | 1,176.8 | 16,52,227.2 |
| 353 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 564 | 1,505.25 | 8,48,961 |
| 354 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 120 | 1,685.4 | 2,02,248 |
| 355 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 12 | 2,823.85 | 33,886.2 |
| 356 | Upto 5mm depth and 5 mm width | Metre | 4006 | 96.75 | 3,87,580.5 |
| 357 | 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 | 129 | 5,325.9 | 6,87,041.1 |
| 358 | 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 | 258 | 617.05 | 1,59,198.9 |
| 359 | 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 | 1248 | 688.9 | 8,59,747.2 |
| 360 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 282 | 1,684.6 | 4,75,057.2 |
| 361 | 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 | 300 | 9,502.35 | 28,50,705 |
| 362 | Frame size 45 x 70 mm | Metre | 40 | 705.85 | 28,234 |
| 363 | Frame size 50 x 100 mm | Metre | 276 | 947.7 | 2,61,565.2 |
| 364 | Frame size 65 x 125 mm | Metre | 44 | 1,381.6 | 60,790.4 |
| 365 | 30 mm thick | Sqm | 110 | 4,346.7 | 4,78,137 |
| 366 | 30 mm thick | Sqm | 33.15 | 4,764.2 | 1,57,933.23 |
| Schedule total | ₹46,02,67,535.05 | ||||
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