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Tender Value
₹23.1 Cr
EMD Value
₹13.0 L
Closing Date
2 Mar 2026, 11:00 amClosed
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
18 conditions · 4 needing a document upload
Financial Eligibility Criteria: The Tenderer shall be eligible only if he fulfils the following Standard Financial Eligibility Criteria FOR WORKS COSTING 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. Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India. No Technical and Financial credentials are required for tenders having value up to Rs. 50 lakhs. For tenders costing more than Rs. 20 crore, eligibility criteria include bid capacity also as specified in Clause 10.3 of IRSGCC April 2022-PART-I, "Regulations for Tenders and Contracts - For the Guidance of Engineers & Contractors for Works Contracts." The tender/technical bid will be evaluated based on bid capacity formula detailed in Proforma 2 of Proforma set. 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
In support of Financial Eligibility Criteria: The tenderers shall submit requisite information as per Annexure-VIB, vide para 10.2, Part I of GCC 2022 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
A) Technical eligibility criteria for non-composite works costing above Rs.50.00 lakhs as per clause 10.1(a) of IRGCC-2022 (part-1): (a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: 1.Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, Or 2.Two similar works each costing not less than the amount equal to 40% of advertised value of the tender or 3.One similar work each costing not less than the amount equal to 60% of advertised value of the tender. The technical eligibility for the work as per para 10.1 above, shall be satisfied by either the JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work as per para 10.1 above, 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 the tender is invited, one similar single work for a minimum of 10% of advertised value of the tender. B) Technical eligibility for composite tender: 1. Each component of value more than 2 Crs shall be taken for evaluation of technical eligibility as per 10.1(b) of IRSGCC-2022. 2.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. Separate completed works of minimum required values for each component shall also be considered for fulfilment of technical eligibility criteria 3. 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 and invalid and shall not be considered for evaluation of technical eligibility. The technical eligibility for major component of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV' and technical eligibility for other components of work as per para 10.1 above, shall be satisfied by either the 'JV in its own 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 above, shall have technical capacity of minimum 10% of cost of any component of work mentioned in technical eligibility criteria. i.e., each other (non-lead) 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 cost of any component of work mentioned in technical eligibility criteria. Note: a) The Major component of 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 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 work for value of Rs.23,05,79,635.80 having RCC component of Rs.6,64,98,422.79 and Steel Structure component of Rs.7,35,15,990.59". (Note: Single/Separate completed work of minimum required value shall be considered for fulfilment of technical eligibility criteria for above two different components as per para 10.1 of GCC 2022)
A) If the Tenderer proposes to subcontract any component/components as per item 4 above, which is less than 50% of tender value, then a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the sub-contractor(s) and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility as per clause 7(a)(ii) of Part II of IRSGCC 2022. B) For component less than Rs 2 Cr, technical Eligibility will not be considered in tender evaluation and the documents of sub-contractor need not be submitted along with tender. C) The contractor will engage an eligible sub- contractor after award of contract with the approval of Chief Engineer in writing subject to complying clause 7 of Part II of IRSGCC 2022. Note: a) Tenderers may see Explanation for Para 10 of the Tender Form (Second Sheet) including Para 10.1 to 10.5 - Eligibility Criteria of IRSGCC-2022. b) The Experience Certificates are to be attached to the e-offer as per Proforma - 1.
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. The work executed by the tenderer for any Govt. /Govt. bodies/PSUs and public listed company shall only be considered for fulfilling of Technical Eligibility Criteria. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- " Any Civil Engineering work for value of Rs.23,05,79,635.80 having RCC component of Rs.6,64,98,422.79 and Steel Structure component of Rs.7,35,15,990.59". (Note: Single/Separate completed work of minimum required value shall be considered for fulfilment of technical eligibility criteria for above two different components as per para 10.1 of GCC 2022)
107 conditions · 1 needing a document upload
Uploading of Scanned copy/copies of proof(s) of Technical Eligibility Criteria as mentioned in Standard Technical Criteria (as per Pro forma - 1).
Uploading of Scanned copy of work experience certificate issued by public listed company, 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 etc. as per Note for clause 10.1 of IRSGCC- April 2022.
Uploading of Scanned copy/copies of proof(s) of Technically Eligibility Criteria as per clause 7 of IRSGCC-2020, in case the main tenderer proposes execution of any of components mentioned in tender through subcontractor in a composite work as specified in clause 10.1 (b)(iii) of IRSGCC- April 2022.
Uploading of Scanned copy of Bid capacity (as per Pro forma - 2.) and in terms of clause 10.3 & 10.5 of IRSGCC-April 2022.
Uploading of Scanned copy of Statement of payment received in the Last three financial years and the current financial year (as per Pro forma- 2A) along with copies of relevant supporting documents as stipulated.
Uploading of Form 16A/26AS generated through TRACES of Income Tax Department of India, if Client certificate is from other than Govt. Organization.
Uploading of Scanned copy of List of Machinery, Tools & Plants and Staff to be Deployed on this work (as per Pro forma - 3).
Uploading of Scanned copy of Statement of Bank details, PAN & GST (as per Pro forma - 5).
Uploading of Scanned copy of the declaration regarding employment of Retired Engineer / Retired Railway Officer (as per Pro forma - 6).
Uploading a scanned copy of the Memorandum of Understanding in the case of a JV firm (as per Pro forma - 7).
Uploading of Required documents in case of Individual OR Proprietary Firm / Concern OR Partnership Firm OR Company OR J o i n t Venture Firm /HUF/Society, etc., as mentioned in Commercial Compliance (whichever is applicable).
Uploading of Test report of ballast (if applicable).
Uploading of Method Statement (if applicable).
Uploading of Proforma (Proforma-9) attached with Tender Document for self-Certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement Order Value less than of Rs.10 Crores.
Uploading of (Proforma-10 ) of Certificate on percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India as per clause- 27 of SCC 2025.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India and on sub-contracting to contractors from such countries India .
Uploading a scanned copy of Registration Certificate by Startup firms issued by appropriate authority and recognized by Department of Industrial Policy and Promotion (DIPP) towards exemption of full BID Security and Registration Certificate with registration number by Labour Co-operative Society issued by appropriate authority for payment of 50% BID Security.
Uploading of Certificate in regard to restrictions on procurement from a bidder of a country which shares a land border with India and on sub-contracting to contractors from such countries India .
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.
In case of Proprietary Firm / Proprietary Concern, the tenderers shall scan and submit with his offer (i)An undertaking that he is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (ii)All other documents in terms of explanatory notes in clause 10 of IRSGCC - April-2022-Part-I. (iii)All other documents as per Clause 14 of IRSGCC - April-2022- 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)Other documents as mentioned in terms of para 10 tender form (2nd sheet) of IRSGCC April-2022-Part I. (v) All other documents as per Clause 14 and Clause 18 of IRSGCC -April -2022- 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)An undertaking that the Company is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which the Company was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (v)All other documents in terms of para 10 of tender form (2nd Sheet) of IRSGCC-2022 (vi) All other documents as per Clause 14of IRSGCC -April -2022- Part 1.
In case, the Tenderer is a JV Firm, the tenderer(s) shall scan and submit with their offer the following documents: In case one or more of the members of the JV is/are (A)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 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 (B) 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 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 (C)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 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. (D) 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 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: (E)A copy of Certificate of Registration
i)A copy of Memorandum of Association of Society/Trust Deed A copy of Rules & Regulations of the Society (ii) A copy of Power of Attorney, in favour of the individual to sign the tender documents and create liability against the Society/Trust. (F)Other documents as mentioned in terms of para 10 of Tender form(2nd sheet) of IRSGCC-April-2022 Part-I. (G)All other documents as per Clause 14 , 17 & 18 of IRSGCC-April 2022 -Part 1 are to be submitted.
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 other documents in terms of Para 10 of Tender form(2nd sheet) of IRS GCC April 2022. (iv) All other documents as per Clause 14 of IRSGCC -April -2022- 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 other documents in terms Para 10 of Tender form(2nd sheet) of IRSGCC- April-2022 Part-I. (vi) All other documents as per Clause 14 of IRSGCC -April -2022- 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 in terms Para 10 of Tender form(2nd sheet) of IRSGCC- April-2022 Part-I. (v) All other documents as per Clause 14 of IRSGCC -April -2022- Part 1.
Any other document required for evaluation of his/ their bid as deemed fit by the tenderer.
Scanned copy of Statement of Bank details, PAN & GST (as per Pro forma - 5).
Request for Mobilization Advance if applicable (as per Proforma- 8).
Proforma-9 for self-Certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement Order Value less than of Rs.10 Crores. (as per Special Conditions of Contract) OR Proforma-10 of Certificate on percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores. (as per Special Conditions of Contract)
Uploading of 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 whether sole proprietor/Company or a partnership firm/JV venture (JV) / Registered Society / Registered Trust/HUF etc., if they want to act through agent or individual(s), should submit along with tender, a copy of Power of attorney duly stamped and authenticated by a notary public or by magistrate in favour of specific persion whether he/they be partner(s) of the firm or any other person agreement, receive money, co-ordinate measurement through contractors authorized engineer, witnessed measurement, sign measurements books, compromise, settle, relinquish any claim(s) preferred by the firm and sign " No Claim Certificate" and refer all or any disputes to arbitiration the above power of attorney shall be submitted even if such specific person is authorized for above purpose through partnership deed/memorandum of understanding/Article of Association or such other document, failing which, tender is liable to be rejected.
Composite tender - Heavy Lifting Bay with 50 EOTC gantry, 20m span x 84m length with two pits of 50m length (Road 3&4), stair case arrangement for over head crane maintenance, provision of compressed air pipelines (500m) duly dismantling old battery section and abandoned Laboratory buildings, Extension of Inspection and Testing Facility (Road 3&4), 24m x 15m with pit line of 48m length, Realignment of Permanent way of Road 3 &4 for 250m, Heavy duty flooring outside the bays on WFD end - 20m x 10m, Leaned roof shed for Under Truck component storage 35m x 5m x 4m height, Service building for Modification M&P, Improvements in flooring of issue ward 46 m x 12.4m, Loco roof leak test facility, Widening of existing Road and provision of new road at Wheel Lathe area 200m x 5m wide with one track crossing, Construction of Toilet block (2 no's), Construction of GLR 2 lakh litres capacity (1 no), Extension of rain water trap drain - 110m with Heavy duty steel covers and CC flooring 60m x 25m duly dismantling old flooring, Battery Charging Room 20m x 8m and road approach flooring, Staff Hand wash facility, Proposed new scrap yard, Renovation of Officer Chambers (4no's), Scooter parking arrangements 120m x 4m in the Existing scrap yard, Heavy Duty flooring in Machine repair Bay and Under Truck Bay 70m x 12m including replacement of rain water drainage covers, Clean Room facility for Traction Motor Overhauling, TM Blowing Room, GLR for Effluent, Hand washing facility, Extension of Trip Shed on Road 1&2 from existing 72m to 120m with two additional inspection pits on each of the two lines including straightening of tracks, Cement concrete road of 5.5m wide to a length of 160 metres with 160 metre length one side barricading around Training centre and Two floor Service building for control room and meeting room with dust proof arrangements (2x10m x 16m) and other allied works in connection with Krishnarajapuram - Augmentation of Shed for increasing homing capacity from 150 - 175
SBC-GSU-ENGG-2026-01~SWR
SBC-GSU-ENGG-2026-01
Open
Works - General
12 Months
Dharwad, Karnataka
₹0
₹13.0 L
2 Mar 2026
7 Feb 2026
16 Feb 2026
264 items across 4 schedules · ₹21,57,95,601.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 198 | 245.82 | 48,672.36 |
| 2 | 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 | 1561 | 494.1 | 7,71,290.1 |
| 3 | All kinds of soil | cum | 8847.26 | 177.5 | 15,70,388.65 |
| 4 | Ordinary rock | cum | 73 | 498.9 | 36,419.7 |
| 5 | Hard rock (requiring blasting) | cum | 17 | 874.4 | 14,864.8 |
| 6 | Hard rock (blasting prohibited) | cum | 29 | 1,432.95 | 41,555.55 |
| 7 | All kinds of soil. | cum | 112.5 | 260.3 | 29,283.75 |
| 8 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 70 | 352.15 | 24,650.5 |
| 9 | Depth not exceeding 1.5 m | Sqm | 70 | 139.95 | 9,796.5 |
| 10 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 70 | 155.3 | 10,871 |
| 11 | 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 | 4467.5 | 196 | 8,75,630 |
| 12 | 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 | 150 | 700.5 | 1,05,075 |
| 13 | All kinds of soil | cum | 1859 | 126.8 | 2,35,721.2 |
| 14 | Ordinary or hard rock | cum | 232.95 | 227.4 | 52,972.83 |
| 15 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 232.95 | 2,123.75 | 4,94,727.56 |
| 16 | 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 | 1650.47 | 7,294.7 | 1,20,39,683.51 |
| 17 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 155.3 | 7,178.75 | 11,14,859.88 |
| 18 | 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 | 7 | 495.75 | 3,470.25 |
| 19 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 500 | 18.15 | 9,075 |
| 20 | cum | 5 | 12,205.85 | 61,029.25 | |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 6750.68 | 392.15 | 26,47,279.16 |
| 22 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1067 | 842.5 | 8,98,947.5 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1933 | 927.25 | 17,92,374.25 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1213 | 736.4 | 8,93,253.2 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1361 | 961.3 | 13,08,329.3 |
| 26 | Arches, domes, vaults up to 6 m span | Sqm | 20 | 2,154.35 | 43,087 |
| 27 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 107 | 951.1 | 1,01,767.7 |
| 28 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 3500 | 384.3 | 13,45,050 |
| 29 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 432 | 78.4 | 33,868.8 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3584.44 | 9,504.75 | 3,40,69,206.09 |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 738 | 9,860.4 | 72,76,975.2 |
| 32 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 175 | 733.5 | 1,28,362.5 |
| 33 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | 275 | 355.65 | 97,803.75 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 17 | 7,132.25 | 1,21,248.25 |
| 35 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 1.65 | 6,504.9 | 10,733.09 |
| 36 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 3.1 | 9,344.35 | 28,967.49 |
| 37 | 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 | 463 | 8,333.65 | 38,58,479.95 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1005 | 7,311.25 | 73,47,806.25 |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 134 | 9,275.45 | 12,42,910.3 |
| 40 | Area of slab upto 0.50 sqm | Sqm | 17 | 5,413.5 | 92,029.5 |
| 41 | Area of slab over 0.50 sqm | Sqm | 137 | 5,136.3 | 7,03,673.1 |
| 42 | Granite work | Metre | 117 | 510.95 | 59,781.15 |
| 43 | Each | 10 | 978.7 | 9,787 | |
| 44 | Kiln seasoned and chemically treated hollock wood | cum | .15 | 1,87,277.65 | 28,091.65 |
| 45 | Decorative veneer facings of approved manufacture | Sqm | 19.23 | 1,946.25 | 37,426.39 |
| 46 | 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 | 263 | 1,267.95 | 3,33,470.85 |
| 47 | 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 | 30 | 5,015.05 | 1,50,451.5 |
| 48 | Second class teak wood | cum | 4.3 | 1,42,949.7 | 6,14,683.71 |
| 49 | 30 mm thick shutters | Sqm | 2 | 3,747.3 | 7,494.6 |
| 50 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 44.78 | 3,473.85 | 1,55,559 |
| 51 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 251 | 2,093.7 | 5,25,518.7 |
| 52 | 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 | 108 | 462.35 | 49,933.8 |
| 53 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed three layer or graded plain wood particle board medium density grade I, ISI marked and conforming to IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 14.57 | 600.55 | 8,750.01 |
| 54 | Fixed to steel windows by welding | Kg | 285 | 219.1 | 62,443.5 |
| 55 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 10573 | 238.35 | 25,20,074.55 |
| 56 | 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 | 149 | 228.85 | 34,098.65 |
| 57 | 125x65x2.12 mm | Each | 3 | 53 | 159 |
| 58 | 300x16 mm | Each | 1 | 216.55 | 216.55 |
| 59 | 250x10 mm | Each | 99 | 441.6 | 43,718.4 |
| 60 | 200x10 mm | Each | 5 | 358.4 | 1,792 |
| 61 | 250x16x5 mm | Each | 52 | 308 | 16,016 |
| 62 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 52 | 121.65 | 6,325.8 |
| 63 | Providing and fixing chromium plated 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 | 52 | 998.35 | 51,914.2 |
| 64 | 125 mm | Each | 103 | 231.05 | 23,798.15 |
| 65 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with BIS certification marks) | Sqm | 435 | 2,131.1 | 9,27,028.5 |
| 66 | 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 | 227 | 570.95 | 1,29,605.65 |
| 67 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 76 | 3,720.75 | 2,82,777 |
| 68 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi- point locking system (Height upto 1.8m). | Sqm | 40 | 8,799.25 | 3,51,970 |
| 69 | 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 | 237.65 | 10,874.2 | 25,84,253.63 |
| 70 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 36 | 12,372.25 | 4,45,401 |
| 71 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 12.5 | 3,653.2 | 45,665 |
| 72 | Providing and fixing ball bearing for rolling shutters. | Each | 2 | 492.35 | 984.7 |
| 73 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 12 | 1,281.35 | 15,376.2 |
| 74 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 12 | 768.25 | 9,219 |
| 75 | Providing and fixing bolts including nuts and washers complete. | Kg | 11700 | 159.35 | 18,64,395 |
| 76 | 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 | 976 | 772.4 | 7,53,862.4 |
| 77 | 4.0 mm thick glass panes | Sqm | 32 | 1,064.65 | 34,068.8 |
| 78 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 52 | 8,595.15 | 4,46,947.8 |
| 79 | Light shade pigment using white cement | Sqm | 302.1 | 1,402 | 4,23,544.2 |
| 80 | Acid and alkali resistant tile | Sqm | 160 | 1,738.15 | 2,78,104 |
| 81 | Acid and alkali resistant tile | Sqm | 84 | 1,884.9 | 1,58,331.6 |
| 82 | Second class deodar wood | Sqm | 66.95 | 3,029.75 | 2,02,841.76 |
| 83 | Size of Tile 600x600 mm | Sqm | 1601 | 1,553.45 | 24,87,073.45 |
| 84 | Size of Tile 800x800 mm | Sqm | 129 | 1,885.5 | 2,43,229.5 |
| 85 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 385 | 1,087.65 | 4,18,745.25 |
| 86 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 40 | 980.5 | 39,220 |
| 87 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 348 | 1,863.9 | 6,48,637.2 |
| 88 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre | 348 | 92.4 | 32,155.2 |
| 89 | 110 mm diameter | Metre | 500 | 377.4 | 1,88,700 |
| 90 | 110 mm | Each | 212 | 136.15 | 28,863.8 |
| 91 | 110 mm bend | Each | 24 | 150.35 | 3,608.4 |
| 92 | 110 mm Shoe | Each | 24 | 131.85 | 3,164.4 |
| 93 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 847 | 1,520.1 | 12,87,524.7 |
| 94 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 117.63 | 1,529.1 | 1,79,868.03 |
| 95 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 1057.2 | 1,401.35 | 14,81,507.22 |
| 96 | 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 | 6472 | 738.65 | 47,80,542.8 |
| 97 | Ridges plain (500 - 600mm) | Metre | 191 | 532.35 | 1,01,678.85 |
| 98 | 1:4 (1 cement: 4 fine sand) | Sqm | 180 | 347.05 | 62,469 |
| 99 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2316 | 343.65 | 7,95,893.4 |
| 100 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2498 | 466.05 | 11,64,192.9 |
| 101 | 1:3 (1 cement: 3 fine sand) | Sqm | 30 | 439.25 | 13,177.5 |
| 102 | 1:3 (1 cement : 3 fine sand) | Sqm | 2056 | 300.45 | 6,17,725.2 |
| 103 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5536.5 | 262.7 | 14,54,438.55 |
| 104 | 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 | 7974 | 193.7 | 15,44,563.8 |
| 105 | Two or more coats on new work | Sqm | 1166 | 155.9 | 1,81,779.4 |
| 106 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1200 | 226.25 | 2,71,500 |
| 107 | Two or more coats on new work | Sqm | 400 | 163.35 | 65,340 |
| 108 | Two coats | Sqm | 343.55 | 137.45 | 47,220.95 |
| 109 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 343.55 | 73.95 | 25,405.52 |
| 110 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 343.55 | 19.75 | 6,785.11 |
| 111 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 258.87 | 2,434.25 | 6,30,154.3 |
| 112 | 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 | 739 | 3,551.25 | 26,24,373.75 |
| 113 | In cement mortar | cum | 215 | 2,060.2 | 4,42,943 |
| 114 | In cement mortar | cum | 60 | 2,458.95 | 1,47,537 |
| 115 | Of area 3 sq. metres and below | Each | 20 | 367.2 | 7,344 |
| 116 | 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 | 7000 | 5.65 | 39,550 |
| 117 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 7035 | 218.9 | 15,39,961.5 |
| 118 | 53 mm to 22.4 mm size stone aggregate | cum | 120 | 1,842.3 | 2,21,076 |
| 119 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 120 | 1,046.95 | 1,25,634 |
| 120 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 192 | 972 | 1,86,624 |
| 121 | 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 | .96 | 10,117.6 | 9,712.9 |
| 122 | Made of G.I. wire of dia 4 mm | Sqm | 192 | 1,017.8 | 1,95,417.6 |
| 123 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Sqm | 444 | 1,067.1 | 4,73,792.4 |
| 124 | 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 | 3322.25 | 9,823.8 | 3,26,37,119.55 |
| 125 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 1377.5 | 2,914.3 | 40,14,448.25 |
| 126 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 194 | 1,045.65 | 2,02,856.1 |
| 127 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 53.42 | 6,515.55 | 3,48,060.68 |
| 128 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 30 | 12,071.75 | 3,62,152.5 |
| 129 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 29 | 9,256.45 | 2,68,437.05 |
| 130 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 131 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 58 | 2,301.75 | 1,33,501.5 |
| 132 | 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 | 58 | 349.15 | 20,250.7 |
| 133 | 32 mm dia | Each | 35 | 103.9 | 3,636.5 |
| 134 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 58 | 53.25 | 3,088.5 |
| 135 | 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 | 30 | 1,607.95 | 48,238.5 |
| 136 | C.P. brass | Each | 24 | 803.7 | 19,288.8 |
| 137 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 30 | 1,180.75 | 35,422.5 |
| 138 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 30 | 122.4 | 3,672 |
| 139 | 15 mm nominal dia Pipes | Metre | 40 | 286.8 | 11,472 |
| 140 | 20 mm nominal dia Pipes | Metre | 175 | 335 | 58,625 |
| 141 | 25 mm nominal dia Pipes | Metre | 351 | 401.55 | 1,40,944.05 |
| 142 | 15 mm nominal dia Pipes | Metre | 40 | 497.8 | 19,912 |
| 143 | 20 mm nominal dia Pipes | Metre | 284 | 537.6 | 1,52,678.4 |
| 144 | 25 mm nominal dia Pipes | Metre | 215 | 627.25 | 1,34,858.75 |
| 145 | 25 mm nominal dia Pipes | Metre | 50 | 355.4 | 17,770 |
| 146 | 50 mm nominal dia Pipes | Metre | 792 | 794.25 | 6,29,046 |
| 147 | 150 mm nominal dia Pipes | Metre | 250 | 6,822.7 | 17,05,675 |
| 148 | 50 mm dia nominal bore | Metre | 59 | 1,048.35 | 61,852.65 |
| 149 | 50 mm dia nominal bore | Metre | 59 | 762.15 | 44,966.85 |
| 150 | 25 mm nominal bore | Each | 18 | 622.4 | 11,203.2 |
| 151 | 50 mm nominal bore | Each | 19 | 1,026.65 | 19,506.35 |
| 152 | 20 mm nominal bore | Each | 17 | 462.5 | 7,862.5 |
| 153 | 25 mm nominal bore | Each | 4 | 464.05 | 1,856.2 |
| 154 | Horizontal | Each | 14 | 1,371.2 | 19,196.8 |
| 155 | Vertical | Each | 17 | 1,445.15 | 24,567.55 |
| 156 | Class I | Each | 4 | 6,966.55 | 27,866.2 |
| 157 | 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 | 25388 | 11 | 2,79,268 |
| 158 | 15 mm nominal bore | Each | 71 | 506.8 | 35,982.8 |
| 159 | 15 mm nominal bore | Each | 61 | 798.95 | 48,735.95 |
| 160 | 150 mm dia Ductile Iron Class K-7 pipes | Metre | 140 | 1,789.6 | 2,50,544 |
| 161 | 300 mm dia. R.C.C. pipe | Metre | 257 | 994.3 | 2,55,535.1 |
| 162 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 17 | 12,770.55 | 2,17,099.35 |
| 163 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 24,702.75 | 2,96,433 |
| 164 | With 20x20 mm square bar | Each | 88 | 544.7 | 47,933.6 |
| 165 | For pipes 250 to 300 mm diameter | Each | 12 | 922.4 | 11,068.8 |
| 166 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 50 | 1,139.3 | 56,965 |
| 167 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 442 | 769.6 | 3,40,163.2 |
| 168 | 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 | 415 | 688.9 | 2,85,893.5 |
| 169 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 707 | 1,684.6 | 11,91,012.2 |
| 170 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212- 3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self- healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Kg | 30 | 388 | 11,640 |
| 171 | 300 mm dia | Metre | 214 | 707.75 | 1,51,458.5 |
| 172 | 300 mm dia | Metre | 214 | 1,695.1 | 3,62,751.4 |
| 173 | 150 mm nominal size dia | Metre | 80 | 793.25 | 63,460 |
| 174 | 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 | 179 | 3,718.7 | 6,65,647.3 |
| 175 | Frame size 45 x 85 mm | Metre | 10 | 926.35 | 9,263.5 |
| 176 | 35 mm thick | Sqm | 3.78 | 5,432.85 | 20,536.17 |
| Schedule total | ₹16,59,09,221.15 | ||||
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