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Tender Value
₹28.4 Cr
EMD Value
₹56.8 L
Closing Date
5 Oct 2026, 11:00 am
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GATISHAKTI
22 conditions · 5 needing a document upload
(A) Financial Eligibility Criteria for the Works having advertised value above Rs.50.00 lakhs: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. Further, if tenderer is JV, "Financial Capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria. (B) The Financial Eligibility of tenderer shall be evaluated based on the Clause-10.2, 10.5, Explanation for Clause-10 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (C) Financial Eligibility of the JV and members of JV shall be evaluated based on the Clause-10.2, 10.5, 17.15.2 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (D) The tenderer(s) shall submit scanned copy of following documents (i) Statement of Annual Contractual Turnover as per Proforma-E-1 duly certified by Chartered Accountant (ii) Audited Balance Sheet for last 03/04 years. (iii) Form 16A/26AS generated through TRACES of Income Tax Department of India if Work Experience Certificate for Technical Eligibility Criteria is from other than Govt. Organization. (iv) Any other document(s) required as per tender conditions for evaluation of Financial Eligibility of the tenderer. (v) If tenderer is JV firm, the tenderer shall submit all of these documents for each member of JV. (vi) If tenderer does not fulfil the Financial Eligibility Criteria, the offer of the tenderer shall be summarily rejected.
(A) Bid Capacity Criteria for tenders having advertised value above Rs. 10.0 Crores: The tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A= Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N= Number of years prescribed for completion of work for which bid has been invited. B= Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. (B) Bid Capacity of tenderer shall be evaluated based on the Clause-10.3, 10.5, Explanation for Clause-10, Annexure-VI and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (C) Bid Capacity of the JV and members of JV shall be evaluated based on the Clause- 10.3, 10.5, 17.15.3 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (D) The tenderer(s) shall submit scanned copy of following documents (i) Statement of Bid Capacity as per Proforma-E2, E2(a) & E2(b) duly certified by Chartered Accountant (ii) Any other document(s) required as per tender conditions for evaluation of Bid Capacity of the tenderer. (iii) If tenderer is JV firm, the tenderer shall submit all of these documents for each member of JV. (iv) If tenderer does not fulfil the Bid Capacity, the offer of the tenderer shall be summarily rejected.
(A) Technical Eligibility Criteria for Non-Composite Works having advertised value above Rs.50.00 lakhs: The tenderer must have successfully completed or substantially completed any 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 each costing not less than the amount equal to 60% of advertised value of the tender. Further, if tenderer is JV, the technical eligibility for the work 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 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) Technical Eligibility Criteria for Composite Works having advertised value above Rs.50.00 lakhs: (B1)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. (B2) The technical eligibility for major component [As per para10.1(b)(1) of IRGCC April2022] shall be satisfied by the tenderer or by the JV (in its own name and style) or by lead member of the JV. (B3)The technical eligibility for other components[As per para 10.1(b)(1) of IRGCCApril2022] shall be satisfied by the tenderer or by the JV (in its own name and style) or by any member of the JV(OR) The technical eligibility for other components [As per para 10.1(b)(3) of IRGCC-April2022) and 7(a)of IRGCC April2022 (Part-II)]shall be satisfied by sub contractor. (B4) Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work shall have technical capacity of minimum 10% of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (nonlead) 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: If Each other (non-lead) member(s) of JV is to be satisfy the component of building work he/they shall also satisfy the minimum 10 % structural steel quantity defined in similar nature work
(C) Technical Eligibility of tenderer shall be evaluated based on the clause-10.1, 10.5, Explanation for Clause-10 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (D) Technical Eligibility of the JV Firm and Members of JV Firm shall be evaluated based on the Clause-10.1, 10.5, 17.15.1 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents (E) The tenderer(s) shall submit scanned copy of following documents (i) Statement of Similar Work done as per Proforma: E-3 (ii) Work Experience Certificate issued by Employer/ Client. (iii) Form 16A/26AS generated through TRACES of Income Tax Department of India if Work Experience Certificate for Technical Eligibility Criteria is from other than Govt. Organization. (iv) Any other document(s) required as per tender conditions for evaluation of Financial Eligibility of the tenderer. (v) If tenderer is JV firm, the tenderer shall submit all of these documents for each member of JV Firm.
(A) In case tenderer propose to subcontract component(s) of the work, The subcontractor must have successfully completed at least one similar work costing not less than 35% value of work in last 5 (Five) years, ending last day of month previous to the one in which tender is invited through a works contract, (B) Technical Eligibility of Sub-Contractor shall be evaluated based on the clause- 10.5, Explanation for Clause-10 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any, and Clause-7 of Part-II of IRGCC- 2022 amended by ACS if any and other conditions of tender documents. (C) The tenderer shall submit (i) The agreement with the subcontractor on stamp paper duly notarized. The tenderer shall submit the (ii) Details of Similar Work done by proposed Sub-Contractor(s) as per Proforma-E-3 (iii) Work Experience Certificate issued by Employer to proposed Sub-Contractor. (iv) Form 16A/26AS generated through TRACES of Income Tax Department of India if Work Experience Certificate for Technical Eligibility Criteria is from other than Govt. Organization. (v) Any other document(s) required as per tender conditions for evaluation of Technical Eligibility of the Sub-Contractor. Note: The total value of subletting shall not be more than 40 % of total advertised value of tender as per clause 7 of IRGCC-2022.
In case single completion certificate containing more than one component is submitted by the tenderer, value of each component is to be specified in that completion certificate. In case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility, the certificate shall be treated Incomplete
Separate completed works of minimum required values for each component shall also be considered for fulfilment of 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
If tenderer does not fulfil the Technical Eligibility Criteria, The offer of the tenderer shall be summarily rejected.
Defination of Similar Work :- Component No.1 for Building work, [Value Rs.25,85,07,852/-] Any civil engineering work of building construction having structural steel quantity of minimum 322 MT including all allied works eg; foundation, flooring water supply, sewage, circulating area etc
Defination of Similar Work :- Component No.2 for Electrical General services work, [Value Rs.2,03,79,937/-] Works of wiring/cabling or installation and commissioning of electrical items [other than coaches] such as lights, fans, 1.7.1 pumps, charging arrangements, earthing etc [with or without supply of items/equipments] for 230 Volts, 1 phase or 415V, 3 phase system or higher voltages.
50 conditions · 23 needing a document upload
The tenderer participating in the tender as Propriety Firm/ Partnership Firm/ Company/ HUF/ LLP/ Society/ Trust/ JV shall submit all the credentials as mentioned below. Further, the tenderer should examine carefully the Regulation For Tender and Contract (Part-I of IRGCC-2022) and all the Advance Correction Slip (ACS) of IRGCC-2022 issued from time to time for required documents to be submitted by the tenderer. Non submission of tenderer credential, the offer of the tenderer shall considered invalid and shall be rejected.
If tenderer is Proprietary Firm / Proprietary Concern, the tenderers shall submit with his offer(i) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I.(ii)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case of Partnership Firm, the tenderer(s) shall scan and submit with their offer, the following documents: (i) A notarized copy of partnership deed or a copy of partnership deed registered with registar. (ii)A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm. (iii) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. (iv) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I.(v)All other documents as per Clause 14 and 18 of IRSGCC - April2022- Part-1
In case, the Tenderer is a Company, the tenderer(s) shall scan and submit with their offer, the following documents: (i)The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii)A copy of Certificate of Incorporation (iii)A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company(iv) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I (v)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case the Tenderer is HUF, the following documents shall be submitted along with the tender: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii)An undertaking that the HUF is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which HUF was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iii) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I(iv)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case tenderer is a LLP Firm registered under LLP Act-2008, the following documents shall be submitted: (i) A copy of LLP Agreement (ii)A copy of Certificate of Incorporation (iii)A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv). An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. v) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I(vi)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case the Tenderer is a Registered Society & Registered Trust, the following documents shall be submitted: (i) A copy of the Certificate of Registration (ii)A copy of Memorandum of Association of Society / Trust Deed (iii)A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) Copy of rules and regulations of the society (v)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
If the tenderer is a JV, the tenderer(s) shall submit with their offer the following documents:
A copy of Memorandum of Understanding (MoU) duly executed by the JV members on a stamp paper, shall be submitted by the JV along with the tender. The complete details of the members of the JV, their share and responsibility in the JV etc. particularly with reference to financial, technical and other obligations shall be furnished in the MoU. Joint Venture members in the JV MoU shall authorize Lead member on behalf 1.7.1 of the Joint Venture to deal with the contract, sign the agreement or enter into contract in respect of the said tender, to receive payment, to witness joint measurement of work done, to sign measurement books and similar such action in respect of the said tender/contract. All notices/correspondences with respect to the contract would be sent only to this authorized member of the JV
The tenderer shall also submit a copy of notarized Power of Attorney to submit the tenderer on behalf of JV.
In case one or more of the members of the JV is/are Partnership firm(s), following documents shall be submitted: (i) A notarized copy of the Partnership Deed or Copy of partnership deed registered with registar , (ii)A copy of consent of all the partners or individual authorized by partnership firm, to enter into the Joint Venture Agreement on a stamp paper, (iii)A notarized or registered copy of Power of Attorney in favour of the individual to sign the MOU/JV Agreement on behalf of the partnership firm and create liability against the firm. (iv) An undertaking 1.7.3 by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract
In case one or more members is/are Proprietary Firm or HUF, the following documents shall be enclosed: (i) A copy of notarized affidavit on Stamp Paper declaring that his concern is a proprietary concern and 1.7.4 he is sole proprietor of the concern or he who is signing the affidavit on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF.
In case one or more members of the JV is/are Companies, the following documents shall be submitted: (i)A copy of resolutions of the Directors of the Company, permitting the company to enter into a JV agreement, (ii)The copies of MOA (Memorandum of Association) / AOA (Articles of 1.7.5 Association) of the company (iii)A copy of Certificate of Incorporation (iv)A copy of Authorization/copy of Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender, sign MOU/JV Agreement on behalf of the company and create liability against the company
In case one or more members of the JV is/are LLP firm/s, the following documents shall be submitted: (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation of LLP(iii) A copy of resolution passed by partners of LLP firm, permitting the Firm to enter into a JV agreement.(iv) A copy of Authorization /copy of Power of Attorney issued by the LLP firm (backed by resolution passed by the Partners) in favour of the individual, to sign the tender and/or sign the MOU/ JV agreement on behalf of the 1.7.6 LLP and create liability against the LLP. (v) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract
In case one or more members of the JV is/are Society/s or Trust/s, the following documents shall be submitted: (i) A copy of Certificate of Registration ii)A copy of Memorandum of Association of Society/Trust 1.7.7 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
All Other documents as mentioned in terms of para 10 of Tender form (2nd sheet) of IRSGCC-April-2022 Part-I.
All other documents as per Clause 14, 17 & 18 of IRSGCC-April 2022 - Part 1 are to be submitted.
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), should submit along with the tender, a copy of 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, 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. 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.
All Other documents as mentioned in terms of para 10 of Tender form (2nd sheet) of IRSGCC-April-2022 Part-I.
All other documents as per Clause 14, 17 & 18 of IRSGCC-April 2022 - Part 1 are to be submitted.
In case the tenderer is proposing sub contract for the component(s) of the work, the tenderer shall upload Scanned copy/copies of formal agreement duly executed and notarised by the main tenderer/contractor with the subcontractor for the component(s) of work in a composite work proposed to be executed through subcontractor(s).
The tenderer shall submit following documents towards compliances for technical bid. In case of non-submission of below documents, the offer submitted by the tenderer shall be considered as Invalid and shall be rejected summarily.
(A) The tenderer shall submit the bid security as per Clause-5 of Part-1 of IRGCC-2022, Clause-6 of Tender Form (Second Sheet) of Part-1 of IRGCC- 2022 and Clause-17.5 of Tender Form (Second Sheet) of Part-1 of IRGCC- 2022 amended by ACS. The offer shall be summarily rejected in case of non-submission of bid security until unless specifically provided in the tender documents. In case, manual bank guarantee/ exemption claimed, the tenderer shall submit scanned copy of i) Bank Guarantee Bond as per Annexure- VIA valid for a period of 90days beyond the bid validity period. OR i) Registration Certificate of Start-up firms issued by appropriate authority and recognized by Department of Industrial Policy and Promotion (DIPP) towards exemption of full BID Security (if applicable). OR iii) Registration Certificate with registration number by Labour Co-operative Society issued by appropriate authority for payment of 50% BID Security (if applicable). (B) The original bank guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids i.e. excluding the date of submission of bids.
The tenderer shall submit General Information as per Pro forma:T-1 along with copy of PAN & GST Registration certificate.
The tenderer shall submit the details of Employment of Retiredgazetted officer or Family member(s) of gazetted officer as perproforma-T-2
The tenderer shall submit the Certificate for Minimum LocalContent as per proforma-T-3
Uploading of Test report of ballast as per proforma-T-4. (If the tender scheduled qty exceeds 2000 cum or 10 % of advertisement value whichever is less.)
The tenderer shall submit for proforma of Tenders along with the requisite documentation in proforma.
Statement of Annual Contractual Turnover as per Proforma-E-1 duly certified by Chartered Accountant
Statement of Bid Capacity as per Proforma-E2
In case of Bid security submitted in the form of Bank guarantee bond, a scanned copy of the Bank Guarantee bond shall be uploaded on e- procurement portal (IREPS) while applying to the tender. The Bank Guarantee Shall be drawn in favor of FA&CAO/Construction/Bangalore cantonment and the original Bank guarantee bond should be delivered in person Ch.OS/Office of CPM/Gati shakti /Hubballi before closing date for submission of bids (i.e. excluding the last date off submission of bids).
Non submission of scanned copy of Bank Guarantee bond 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
Augmentation of facilities at coaching depot at Hubballi and construction of Bogie Repair Shed, LHB Spring shed at Hubballi workshop along with all associated works including Electrical and telecom works (Composite work).
H-GS-UBL-05-2026-27~SWR
H-GS-UBL-05-2026-27
Open
Works - General
15 Months
Dharwad, Karnataka
₹0
₹56.8 L
4 Sept 2026
4 Sept 2026
21 Sept 2026
380 items across 7 schedules · ₹15,33,43,590.09 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 1230 | 196.66 | 2,41,891.8 |
| 2 | 1km | cum | 8180 | 217.55 | 17,79,559 |
| 3 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 150 | 494.1 | 74,115 |
| 4 | All kinds of soil | cum | 7350 | 177.5 | 13,04,625 |
| 5 | All kinds of soil. | cum | 3650 | 260.3 | 9,50,095 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 7000 | 196 | 13,72,000 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 325 | 700.5 | 2,27,662.5 |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1200 | 17.6 | 21,120 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 420 | 310.05 | 1,30,221 |
| 10 | 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 | 230 | 9,895.2 | 22,75,896 |
| 11 | 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 | 36 | 410.85 | 14,790.6 |
| 12 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 1515 | 8,986.15 | 1,36,14,017.25 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5800 | 392.15 | 22,74,470 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 500 | 842.5 | 4,21,250 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2600 | 927.25 | 24,10,850 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 660 | 736.4 | 4,86,024 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1580 | 961.3 | 15,18,854 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 150 | 764.95 | 1,14,742.5 |
| 19 | Under 20 cm wide | Metre | 40 | 208.55 | 8,342 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 40 | 951.1 | 38,044 |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1350 | 384.3 | 5,18,805 |
| 22 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. | Sqm | 40 | 485.05 | 19,402 |
| 23 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 100 | 78.4 | 7,840 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 460 | 9,504.75 | 43,72,185 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1050 | 9,655.7 | 1,01,38,485 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 590 | 9,860.4 | 58,17,636 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 780 | 10,011.35 | 78,08,853 |
| 28 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1226 | 733.5 | 8,99,271 |
| 29 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | 150 | 355.65 | 53,347.5 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 7,132.25 | 1,42,645 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1112 | 9,105.95 | 1,01,25,816.4 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 585 | 7,311.25 | 42,77,081.25 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 355 | 9,275.45 | 32,92,784.75 |
| 34 | 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 | 250 | 1,267.95 | 3,16,987.5 |
| 35 | 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 | 350 | 5,015.05 | 17,55,267.5 |
| 36 | Second class teak wood | cum | 3 | 1,42,949.7 | 4,28,849.1 |
| 37 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 20 | 1,800.45 | 36,009 |
| 38 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 10 | 176.4 | 1,764 |
| 39 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 40 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 45 | 2,172.1 | 97,744.5 |
| 41 | On one side only | Sqm | 47 | 478 | 22,466 |
| 42 | 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 | 42 | 462.35 | 19,418.7 |
| 43 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 35 | 106.7 | 3,734.5 |
| 44 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3750 | 238.35 | 8,93,812.5 |
| 45 | 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 | 250 | 228.85 | 57,212.5 |
| 46 | 125x85x5.5 mm (heavy type) | Each | 35 | 268.65 | 9,402.75 |
| 47 | 250x10 mm | Each | 50 | 441.6 | 22,080 |
| 48 | 300x16x5 mm | Each | 75 | 322.2 | 24,165 |
| 49 | 125 mm | Each | 35 | 256.65 | 8,982.75 |
| 50 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 54 | 121.65 | 6,569.1 |
| 51 | 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 | 46 | 1,124.85 | 51,743.1 |
| 52 | 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 | 30 | 570.95 | 17,128.5 |
| 53 | 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 | 20 | 4,488.95 | 89,779 |
| 54 | 1.5 mm thick | Sqm | 70 | 1,045.95 | 73,216.5 |
| 55 | 1.0 mm thick | Sqm | 185 | 897.3 | 1,66,000.5 |
| 56 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 30 | 1,224.65 | 36,739.5 |
| 57 | 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 | 270 | 10,993.55 | 29,68,258.5 |
| 58 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc . complete as per direction of Engineer-in- charge. | Sqm | 50 | 2,593.15 | 1,29,657.5 |
| 59 | 200 mm | Each | 23 | 186.65 | 4,292.95 |
| 60 | 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 | 10750 | 117.35 | 12,61,512.5 |
| 61 | 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 | 184700 | 133.7 | 2,46,94,390 |
| 62 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 175 | 3,653.2 | 6,39,310 |
| 63 | Hot finished welded type tubes | Kg | 53450 | 194.4 | 1,03,90,680 |
| 64 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 7000 | 97.2 | 6,80,400 |
| 65 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 10000 | 172.6 | 17,26,000 |
| 66 | M.S. tube | Kg | 5000 | 196.8 | 9,84,000 |
| 67 | 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 | 2750 | 772.4 | 21,24,100 |
| 68 | Light shade pigment using white cement | Sqm | 1030 | 1,402 | 14,44,060 |
| 69 | 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 | 25 | 1,330 | 33,250 |
| 70 | Size of Tile 800x800 mm | Sqm | 340 | 1,885.5 | 6,41,070 |
| 71 | Size of Tile 600 x 1200 mm | Sqm | 1040 | 1,798.8 | 18,70,752 |
| 72 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 30 | 4,481.3 | 1,34,439 |
| 73 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 15 | 3,071.05 | 46,065.75 |
| 74 | 110 mm diameter | Metre | 1785 | 377.4 | 6,73,659 |
| 75 | 110 mm | Each | 530 | 136.15 | 72,159.5 |
| 76 | 110 mm | Each | 595 | 127.6 | 75,922 |
| 77 | 110 mm bend | Each | 247 | 150.35 | 37,136.45 |
| 78 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 79 | 110 mm | Each | 565 | 371.3 | 2,09,784.5 |
| 80 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 225 | 1,355.8 | 3,05,055 |
| 81 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 1775 | 1,401.35 | 24,87,396.25 |
| 82 | 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 | 12600 | 738.65 | 93,06,990 |
| 83 | Gutter (600 mm over all girth) | Metre | 430 | 1,313.7 | 5,64,891 |
| 84 | 1:4 (1 cement: 4 fine sand) | Sqm | 6525 | 347.05 | 22,64,501.25 |
| 85 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 383 | 7,66,000 |
| 86 | 1:3 (1 cement : 3 fine sand) | Sqm | 300 | 300.45 | 90,135 |
| 87 | 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 | 4900 | 185.65 | 9,09,685 |
| 88 | 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 | 6700 | 193.7 | 12,97,790 |
| 89 | 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 | 200 | 176.25 | 35,250 |
| 90 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 17350 | 170.7 | 29,61,645 |
| 91 | 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 | 3180 | 156.05 | 4,96,239 |
| 92 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 396 | 2,434.25 | 9,63,963 |
| 93 | 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 | 1585 | 3,551.25 | 56,28,731.25 |
| 94 | In cement mortar | cum | 120 | 2,060.2 | 2,47,224 |
| 95 | In cement mortar | cum | 432 | 2,458.95 | 10,62,266.4 |
| 96 | 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 | 125000 | 5.65 | 7,06,250 |
| 97 | G.S. Sheet | Sqm | 760 | 164.95 | 1,25,362 |
| 98 | 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 | 50 | 420.8 | 21,040 |
| 99 | 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 | 13350 | 263.95 | 35,23,732.5 |
| 100 | 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 | 51 | 10,117.6 | 5,15,997.6 |
| 101 | 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 | 1855 | 9,823.8 | 1,82,23,149 |
| 102 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 600 | 2,784 | 16,70,400 |
| 103 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 600 | 4,148.65 | 24,89,190 |
| 104 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 320 | 1,045.65 | 3,34,608 |
| 105 | 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 | 313 | 3,081.95 | 9,64,650.35 |
| 106 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 6,767.4 | 1,35,348 |
| 107 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 25 | 6,515.55 | 1,62,888.75 |
| 108 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 15 | 12,071.75 | 1,81,076.25 |
| 109 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 23 | 2,648.85 | 60,923.55 |
| 110 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 23 | 1,683.35 | 38,717.05 |
| 111 | 510x1040 mm bowl depth 200 mm | Each | 13 | 7,159 | 93,067 |
| 112 | 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 | 25 | 349.15 | 8,728.75 |
| 113 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 10 | 1,607.95 | 16,079.5 |
| 114 | Rectangular shape 1500x450 mm | Each | 5 | 2,093 | 10,465 |
| 115 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 370 | 1,151.9 | 4,26,203 |
| 116 | 100 mm dia pipe | Each | 210 | 198.15 | 41,611.5 |
| 117 | 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 | 19 | 708.95 | 13,470.05 |
| 118 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 45 | 107.2 | 4,824 |
| 119 | 50 mm nominal dia Pipes | Metre | 70 | 934.15 | 65,390.5 |
| 120 | 15 mm nominal dia Pipes | Metre | 780 | 497.8 | 3,88,284 |
| 121 | 20 mm nominal dia Pipes | Metre | 120 | 537.6 | 64,512 |
| 122 | 15 mm nominal dia Pipes | Metre | 320 | 244.7 | 78,304 |
| 123 | 50 mm nominal dia Pipes | Metre | 350 | 794.25 | 2,77,987.5 |
| 124 | 15 mm dia nominal bore | Metre | 360 | 366.4 | 1,31,904 |
| 125 | 20 mm dia nominal bore | Metre | 360 | 437.3 | 1,57,428 |
| 126 | 50 mm dia nominal bore | Metre | 200 | 1,048.35 | 2,09,670 |
| 127 | 15 mm nominal bore | Each | 102 | 353.25 | 36,031.5 |
| 128 | 50 mm nominal bore | Each | 42 | 1,026.65 | 43,119.3 |
| 129 | 150 mm dia pipe | Metre | 1300 | 2,037 | 26,48,100 |
| 130 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 105 | 125.6 | 13,188 |
| 131 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 57 | 2,707.65 | 1,54,336.05 |
| 132 | 150 mm dia. R.C.C. pipe | Metre | 320 | 556.45 | 1,78,064 |
| 133 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 12,770.55 | 1,53,246.6 |
| 134 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 26,405.5 | 2,64,055 |
| 135 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 5 | 8,825.4 | 44,127 |
| 136 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 5 | 10,585.5 | 52,927.5 |
| 137 | For pipes 100 to 250 mm diameter | Each | 20 | 810.45 | 16,209 |
| 138 | 600 mm dia piles | Metre | 1200 | 5,386.25 | 64,63,500 |
| 139 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 3 | 70,420.5 | 2,11,261.5 |
| 140 | Above 50 tonne and upto 100 tonne capacity pile | Per Test | 3 | 32,862.9 | 98,588.7 |
| 141 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | Per Test | 15 | 1,153.2 | 17,298 |
| 142 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1000 | 598.6 | 5,98,600 |
| 143 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 65 | 1,176.8 | 76,492 |
| 144 | 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 | 30 | 5,325.9 | 1,59,777 |
| 145 | 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 | 70 | 617.05 | 43,193.5 |
| 146 | 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 | 250 | 688.9 | 1,72,225 |
| 147 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 400 | 414.3 | 1,65,720 |
| 148 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 5 | 3,718.7 | 18,593.5 |
| 149 | Frame size 65 x 125 mm | Metre | 20 | 1,381.6 | 27,632 |
| 150 | 30 mm thick | Sqm | 8 | 4,346.7 | 34,773.6 |
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