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Tender Value
₹81.9 Cr
EMD Value
₹42.4 L
Closing Date
17 Dec 2025, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Two Stage Reverse Auction
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER SEC
18 conditions · 5 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 lakh. 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 as Annexure-VI. The tenderer will be qualified only if it's available bid capacity is equal to or more than the total bid value of the present tender
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 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. 4.Technical eligibility shall be fulfilled by tenderer as per clause 10.1 of IRSGCC-2022 (Part- I) and 17.15.1(b) of IRSGCC-2022 (Part- I) for the component/components of value of more than 50% of tender value or by Sub- contractor as per clause 7(a)(ii) of GCC (Part-II) for the other component/ components of value less than 50% of tender value. Each other member of JV shall have technical capacity of minimum 10% of advertised value of any component. 5.If the Tenderer proposes to sub- contract any component/components as per item 4 above , which is less than 50% of tender value, then a formal agreement duly notarised, 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. 6.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. 7.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: 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.
ATTENTION TO TENDERERS: Tenderers to specifically note that in case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility as laid down in STANDARD TECHNICAL CRITERIA (Point No.1) as above, such certificate shall be treated incomplete and invalid and shall not be considered for evaluation of technical eligibility.
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.
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 2023.
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 as per clause- 27 of SCC 2023.
Defination of Similar Work :- 1. Execution of earthwork in formation and construction of bridges ( Value Rs. 54.754 Crores) A N D 2. Any permanent way work of track linking and / or Rail renewal and/or sleeper renewal and /or turnout renewal and/or track maintenance work with or without supply of P.way material. Note: All P.way materials shall be procured from the RDSO / Railway Board approved sources ( value Rs.20.861 Cr) AND 3. Design, supply, erection, testing and commissioning of 50 Hz, single phase 25 KV AC OHE system or 25 Kv at feeding system (2x25Kv). O R Stringing ( including design supply as applicable) of 66 Kv and above rating transmission lines including erection of transmission towers and foundation work for SEBs/DISCOMs/Transmission authorities/PGCIL/NTPC- (Value: Rs.6.244 Crs.)
108 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 request for grant of Mobilization Advance (if applicable) in Proforma-8.
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 2023.
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.
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.
Proposed Yard Remodelling work at Amritapura Station yard & Y-Connection to MMEC from Amritapura Station for Civil works like extension of Minor Bridges, RUB, Construction of Minor Br, FOB, High Level Platform, Goods Platform, Miscellenous, Station Building including Electrical Genl. and TRD at Amritapura yard.(COMPOSITE WORK)
JRU-BAY-Amritapura-YARD~SWR
JRU-BAY-Amritapura-YARD
Open
Works - General
24 Months
Dharwad, Karnataka
₹0
₹42.4 L
17 Dec 2025
24 Nov 2025
3 Dec 2025
850 items across 15 schedules · ₹42,99,75,529.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 10800 | 177.5 | 19,17,000 |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | — | — | — | — | |
| 2 | Ordinary rock | cum | 4500 | 498.9 | 22,45,050 |
| 3 | Hard rock (requiring blasting) | cum | 1800 | 874.4 | 15,73,920 |
| 4 | Hard rock (blasting prohibited) | cum | 900 | 1,432.95 | 12,89,655 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 5 | All kinds of soil. | cum | 255 | 260.3 | 66,376.5 |
| Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | — | — | — | — | |
| 6 | Ordinary rock | cum | 100 | 632.95 | 63,295 |
| 7 | Hard rock (requiring blasting) | cum | 75 | 1,049.8 | 78,735 |
| 8 | Hard rock (blasting prohibited) | cum | 50 | 1,523.05 | 76,152.5 |
| 9 | 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 | 1600 | 196 | 3,13,600 |
| 10 | 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 | 1250 | 700.5 | 8,75,625 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 11 | All kinds of soil | cum | 700 | 126.8 | 88,760 |
| 12 | Ordinary or hard rock | cum | 100 | 227.4 | 22,740 |
| 13 | Supplying and filling in plinth w i t h sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 450 | 2,123.75 | 9,55,687.5 |
| Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | — | — | — | — | |
| 14 | All kinds of soil | Sqm | 2000 | 34.15 | 68,300 |
| 15 | 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 | 1100 | 17.6 | 19,360 |
| Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : | — | — | — | — | |
| Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | — | — | — | — | |
| 16 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 850 | 310.05 | 2,63,542.5 |
| 17 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 100 | 93.05 | 9,305 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 18 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 120 | 8,340.85 | 10,00,902 |
| 19 | 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 | 300 | 7,878.5 | 23,63,550 |
| 20 | 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 | 2250 | 7,294.7 | 1,64,13,075 |
| 21 | 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 | 4500 | 7,178.75 | 3,23,04,375 |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 22 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 10 | 10,357.55 | 1,03,575.5 |
| CEMENT CONCRETE PRECAST | — | — | — | — | |
| Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. | — | — | — | — | |
| 23 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 100 | 8,726.85 | 8,72,685 |
| Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : | — | — | — | — | |
| 24 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 750 | 17,889.25 | 1,34,16,937.5 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 25 | 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 | 850 | 495.75 | 4,21,387.5 |
| MISCELLANEOUS | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. | — | — | — | — | |
| All works upto plinth level : | — | — | — | — | |
| 26 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 1500 | 9,439.05 | 1,41,58,575 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1400 | 392.15 | 5,49,010 |
| 28 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 29 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1100 | 927.25 | 10,19,975 |
| 30 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1100 | 736.4 | 8,10,040 |
| 31 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 800 | 961.3 | 7,69,040 |
| 32 | Stairs, (excluding landings) except spiral-staircases | Sqm | 60 | 764.95 | 45,897 |
| 33 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 100 | 951.1 | 95,110 |
| PRE-CAST RCC | — | — | — | — | |
| 34 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 10 | 10,585.9 | 1,05,859 |
| Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ),reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. | — | — | — | — | |
| 35 | 50 mm thick | Sqm | 20 | 1,886.9 | 37,738 |
| MISCELLANEOUS | — | — | — | — | |
| 36 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 250 | 78.4 | 19,600 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 37 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1740 | 9,504.75 | 1,65,38,265 |
| 38 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1900 | 9,655.7 | 1,83,45,830 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 39 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1800 | 9,860.4 | 1,77,48,720 |
| 40 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 5900 | 10,011.35 | 5,90,66,965 |
| STONE WORK | — | — | — | — | |
| RANDOM RUBBLE MASONRY | — | — | — | — | |
| Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | — | — | — | — | |
| 41 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 440 | 7,311.25 | 32,16,950 |
| Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. | — | — | — | — | |
| 42 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,275.45 | 1,85,509 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 43 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| Providing and fixing machine cut, mirror/ eggshell polished , Marbles tone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer- in-Charge. | — | — | — | — | |
| 44 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 200 | 10,414.8 | 20,82,960 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 45 | 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 | 275 | 1,267.95 | 3,48,686.25 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 46 | Second class teak wood | cum | 5 | 1,42,949.7 | 7,14,748.5 |
| Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in- charge. | — | — | — | — | |
| Second class teak wood | — | — | — | — | |
| 47 | 35 mm thick shutters | Sqm | 30 | 4,111.95 | 1,23,358.5 |
| Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, all as per directions of Engineer-in-charge | — | — | — | — | |
| 48 | 30 mm thick shutters | Sqm | 10 | 3,066.2 | 30,662 |
| Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) | — | — | — | — | |
| 49 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick (weight not less than 10 kg per sqm). | Sqm | 100 | 295.9 | 29,590 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 50 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5 | 3,473.85 | 17,369.25 |
| 51 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 99 | 3,167.95 | 3,13,627.05 |
| 52 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 50 | 2,819.25 | 1,40,962.5 |
| Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) | — | — | — | — | |
| 53 | On one side only | Sqm | 5 | 478 | 2,390 |
| 54 | 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 | 16 | 462.35 | 7,397.6 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : | — | — | — | — | |
| 55 | 25 mm dia | Metre | 25 | 525.55 | 13,138.75 |
| Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : | — | — | — | — | |
| 56 | 25 mm dia (heavy type) | Metre | 67.5 | 186.4 | 12,582 |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 57 | Fixed to steel windows by welding | Kg | 2010 | 219.1 | 4,40,391 |
| 58 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 238.35 | 1,19,175 |
| 59 | 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 | 300 | 228.85 | 68,655 |
| BRIGHT FINISHED M.S. FITTINGS | — | — | — | — | |
| Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : | — | — | — | — | |
| 60 | 100x58x1.90 mm | Each | 170 | 45 | 7,650 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 61 | 300x16 mm | Each | 5 | 216.55 | 1,082.75 |
| Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 62 | 250x10 mm | Each | 5 | 83.9 | 419.5 |
| 63 | 150x10 mm | Each | 5 | 59.45 | 297.25 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 64 | 250x10 mm | Each | 5 | 441.6 | 2,208 |
| 65 | 200x10 mm | Each | 24 | 358.4 | 8,601.6 |
| 66 | 150x10 mm | Each | 12 | 287.25 | 3,447 |
| Providing and fixing bright finished brass door latch with necessary screws etc. complete : | — | — | — | — | |
| 67 | 250x16x5 mm | Each | 35 | 308 | 10,780 |
| 68 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 34 | 854.65 | 29,058.1 |
| Providing and fixing bright finished brass handles with screws etc. complete: | — | — | — | — | |
| 69 | 125 mm | Each | 106 | 256.65 | 27,204.9 |
| 70 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 36 | 121.65 | 4,379.4 |
| 71 | 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 | 5 | 1,124.85 | 5,624.25 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | — | — | — | — | |
| 72 | Twin rubber stopper | Each | 12 | 72.35 | 868.2 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| 73 | 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 | 66.42 | 570.95 | 37,922.5 |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 74 | 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 | 21.86 | 3,720.75 | 81,335.6 |
| Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. | — | — | — | — | |
| 75 | 125 mm | Each | 5 | 119.2 | 596 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 76 | 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 | 20 | 117.35 | 2,347 |
| 77 | 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 | 53000 | 133.7 | 70,86,100 |
| 78 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 100 | 11,439.6 | 11,43,960 |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 79 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 5 | 3,653.2 | 18,266 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 80 | Hot finished seamless type tubes | Kg | 140000 | 206.35 | 2,88,89,000 |
| 81 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 50 | 226 | 11,300 |
| 82 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 100 | 97.2 | 9,720 |
| Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | — | — | — | — | |
| 83 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 830 | 172.6 | 1,43,258 |
| Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. | — | — | — | — | |
| 84 | M.S. tube | Kg | 500 | 196.8 | 98,400 |
| 85 | G.I. pipes | Kg | 1000 | 203.05 | 2,03,050 |
| 86 | 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 | 1050 | 772.4 | 8,11,020 |
| Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : | — | — | — | — | |
| 87 | 4.0 mm thick glass panes | Sqm | 850 | 1,064.65 | 9,04,952.5 |
| FLOORING | — | — | — | — | |
| General | — | — | — | — | |
| Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | — | — | — | — | |
| 88 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 450 | 614.2 | 2,76,390 |
| Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. | — | — | — | — | |
| 89 | 18 mm thick | Sqm | 110 | 662.05 | 72,825.5 |
| 90 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 100 | 8,595.15 | 8,59,515 |
| TILE FLOORING | — | — | — | — | |
| Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : | — | — | — | — | |
| 91 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 2800 | 1,483.6 | 41,54,080 |
| 92 | Dark shade pigment using ordinary cement | Sqm | 100 | 1,442.15 | 1,44,215 |
| Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. | — | — | — | — | |
| In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | — | — | — | — | |
| 93 | Acid and alkali resistant tile | Sqm | 70 | 1,884.9 | 1,31,943 |
| Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. | — | — | — | — | |
| Marble tiles (polished) Raj Nagar | — | — | — | — | |
| 94 | 8 mm thick | Sqm | 40 | 1,475.35 | 59,014 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 95 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 30 | 1,096.55 | 32,896.5 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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. | — | — | — | — | |
| 96 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| 97 | Size of Tile 1000x1000 mm | Sqm | 720 | 2,089.65 | 15,04,548 |
| Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge. | — | — | — | — | |
| 98 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 750 | 4,481.3 | 33,60,975 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. | — | — | — | — | |
| 99 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 1600 | 1,457.15 | 23,31,440 |
| Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. | — | — | — | — | |
| 100 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 320 | 1,083.3 | 3,46,656 |
| Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : | — | — | — | — | |
| 101 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 200 | 1,863.9 | 3,72,780 |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 102 | 75 mm diameter | Metre | 70 | 248.8 | 17,416 |
| 103 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Coupler | — | — | — | — | |
| 104 | 75 mm | Each | 50 | 91.7 | 4,585 |
| 105 | 110 mm | Each | 45 | 136.15 | 6,126.75 |
| Single pushfit Coupler | — | — | — | — | |
| 106 | 75 mm | Each | 45 | 93.1 | 4,189.5 |
| 107 | 110 mm | Each | 45 | 127.6 | 5,742 |
| Single tee with door | — | — | — | — | |
| 108 | 110x110x110 mm | Each | 45 | 234.15 | 10,536.75 |
| Single tee without door | — | — | — | — | |
| 109 | 110x110x110 mm | Each | 45 | 221.35 | 9,960.75 |
| Bend 87.5 degree | — | — | — | — | |
| 110 | 75 mm bend | Each | 50 | 105.9 | 5,295 |
| 111 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| Shoe (Plain) | — | — | — | — | |
| 112 | 75 mm Shoe | Each | 45 | 93.1 | 4,189.5 |
| 113 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 114 | 75 mm | Each | 20 | 369.85 | 7,397 |
| 115 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 116 | 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 | 9500 | 738.65 | 70,17,175 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : | — | — | — | — | |
| 117 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 118 | Gutter (600 mm over all girth) | Metre | 100 | 1,313.7 | 1,31,370 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 119 | 1:6 (1 cement: 6 fine sand) | Sqm | 4700 | 333.35 | 15,66,745 |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 120 | 1:6 (1 cement: 6 fine sand) | Sqm | 1800 | 450 | 8,10,000 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 6 mm cement plaster of mix : | — | — | — | — | |
| 121 | 1:3 (1 cement : 3 fine sand) | Sqm | 1100 | 300.45 | 3,30,495 |
| 122 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 240 | 396.65 | 95,196 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 123 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4300 | 262.7 | 11,29,610 |
| POINTING ON STONE WORK | — | — | — | — | |
| Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | — | — | — | — | |
| 124 | Flush/ Ruled pointing | Sqm | 400 | 385.4 | 1,54,160 |
| INTERIOR FINISHING | — | — | — | — | |
| White washing with lime to give an even shade : | — | — | — | — | |
| 125 | New work (three or more coats) | Sqm | 140 | 39.05 | 5,467 |
| Colour washing such as green, blue or buff to give an even shade : | — | — | — | — | |
| 126 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 150 | 53.3 | 7,995 |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 127 | 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 | 3900 | 185.65 | 7,24,035 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 128 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 116.9 | 58,450 |
| Finishing walls with Acrylic Smooth exterior paint of required shade : | — | — | — | — | |
| 129 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 500 | 160.6 | 80,300 |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 130 | 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 | 5000 | 193.7 | 9,68,500 |
| 131 | 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 | 100 | 176.25 | 17,625 |
| 132 | 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 | 100 | 170.7 | 17,070 |
| Applying priming coat: | — | — | — | — | |
| 133 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 20 | 36.1 | 722 |
| Painting with oil type wood preservative of approved brand and manufacture : | — | — | — | — | |
| 134 | New work (two or more coats) | Sqm | 80 | 54.4 | 4,352 |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 135 | Two or more coats on new work | Sqm | 4500 | 146.8 | 6,60,600 |
| 136 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 100 | 6.15 | 615 |
| 137 | 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 | 4700 | 156.05 | 7,33,435 |
| Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | — | — | — | — | |
| 138 | Two coats | Sqm | 5300 | 137.45 | 7,28,485 |
| Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. | — | — | — | — | |
| 139 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 20 | 70.35 | 1,407 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 140 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 710 | 2,434.25 | 17,28,317.5 |
| 141 | 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 | 1800 | 3,551.25 | 63,92,250 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 142 | In cement mortar | cum | 350 | 2,060.2 | 7,21,070 |
| Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : | — | — | — | — | |
| 143 | In cement mortar | cum | 750 | 2,458.95 | 18,44,212.5 |
| Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | — | — | — | — | |
| 144 | Of area 3 sq. metres and below | Each | 40 | 367.2 | 14,688 |
| 145 | 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 | 10500 | 5.65 | 59,325 |
| 146 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 1500 | 3.85 | 5,775 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 147 | For thickness of tiles 10 mm to 25 mm | Sqm | 1200 | 73.4 | 88,080 |
| Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | — | — | — | — | |
| 148 | G.S. Sheet | Sqm | 600 | 164.95 | 98,970 |
| Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : | — | — | — | — | |
| 149 | Water bound macadam road | Sqm | 100 | 217.45 | 21,745 |
| 150 | bituminous road | Sqm | 100 | 428.5 | 42,850 |
| 151 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 200 | 2,818.9 | 5,63,780 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 152 | 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 | 1100 | 218.9 | 2,40,790 |
| Supplying and stacking at site. | — | — | — | — | |
| 153 | 53 mm to 22.4 mm size stone aggregate | cum | 100 | 1,842.3 | 1,84,230 |
| 154 | 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 | 200 | 1,046.95 | 2,09,390 |
| PREMIX CARPET | — | — | — | — | |
| Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | — | — | — | — | |
| With rapid setting bitumen emulsion | — | — | — | — | |
| 155 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 850 | 13.45 | 11,432.5 |
| 156 | On bituminous surface @ 0.25kg/sqm | Sqm | 850 | 9.2 | 7,820 |
| CONCRETE PAVEMENTS | — | — | — | — | |
| 157 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 100 | 7,993.8 | 7,99,380 |
| MISCELLANEOUS | — | — | — | — | |
| 158 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge. | Each | 500 | 206.3 | 1,03,150 |
| Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. | — | — | — | — | |
| 159 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 70 | 11,129.55 | 7,79,068.5 |
| Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | — | — | — | — | |
| 160 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 50 | 12,126.2 | 6,06,310 |
| Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in- charge. | — | — | — | — | |
| 161 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 30 | 5,559.75 | 1,66,792.5 |
| Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in- charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). | — | — | — | — | |
| 162 | Overhead informatory road signage | Sqm | 100 | 5,879.9 | 5,87,990 |
| 163 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in- charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer- in-charge. | Each | 10 | 8,154.35 | 81,543.5 |
| 164 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 150 | 747.8 | 1,12,170 |
| 165 | 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 | 50 | 10,117.6 | 5,05,880 |
| Construction of granular sub- base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | — | — | — | — | |
| 166 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 400 | 2,784 | 11,13,600 |
| 167 | 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 | 5800 | 2,914.3 | 1,69,02,940 |
| Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. | — | — | — | — | |
| 168 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 4500 | 1,091.5 | 49,11,750 |
| 169 | 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 | 50 | 3,081.95 | 1,54,097.5 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 170 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 7 | 6,767.4 | 47,371.8 |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 171 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 172 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 7 | 6,258.75 | 43,811.25 |
| Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 173 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 174 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 7 | 1,879.2 | 13,154.4 |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink with drain board | — | — | — | — | |
| 175 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 176 | 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 | 6 | 349.15 | 2,094.9 |
| 177 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 6 | 1,034.8 | 6,208.8 |
| Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : | — | — | — | — | |
| 178 | Flat back wash basin of size 450x300 mm | Each | 3 | 627 | 1,881 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Flexible pipe | — | — | — | — | |
| 179 | 40 mm dia | Each | 7 | 119.55 | 836.85 |
| 180 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 7 | 53.25 | 372.75 |
| 181 | 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 | 7 | 1,607.95 | 11,255.65 |
| 182 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 5 | 1,083.5 | 5,417.5 |
| Providing and fixing toilet paper holder : | — | — | — | — | |
| 183 | C.P. brass | Each | 6 | 803.7 | 4,822.2 |
| Providing and fixing soil, waste and vent pipes : | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 184 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,151.9 | 11,519 |
| Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : | — | — | — | — | |
| 185 | 100 mm dia pipe | Each | 10 | 198.15 | 1,981.5 |
| Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 186 | White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | Each | 4 | 11,847.65 | 47,390.6 |
| Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. | — | — | — | — | |
| 187 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 5 | 115.3 | 576.5 |
| 188 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 6 | 168.35 | 1,010.1 |
| Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | — | — | — | — | |
| 189 | 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 | 6 | 708.95 | 4,253.7 |
| 190 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 4 | 713.2 | 2,852.8 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 191 | 15 mm nominal dia Pipes | Metre | 155 | 286.8 | 44,454 |
| 192 | 20 mm nominal dia Pipes | Metre | 140 | 335 | 46,900 |
| 193 | 25 mm nominal dia Pipes | Metre | 130 | 401.55 | 52,201.5 |
| 194 | 40 mm nominal dia Pipes | Metre | 100 | 702.95 | 70,295 |
| 195 | 50 mm nominal dia Pipes | Metre | 120 | 934.15 | 1,12,098 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. | — | — | — | — | |
| 196 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 197 | 20 mm nominal dia Pipes | Metre | 130 | 537.6 | 69,888 |
| 198 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work | — | — | — | — | |
| 199 | 50 mm nominal dia Pipes | Metre | 30 | 794.25 | 23,827.5 |
| 200 | 100 mm nominal dia Pipes | Metre | 35 | 3,271.7 | 1,14,509.5 |
| Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 201 | 25 mm dia nominal bore | Metre | 700 | 551.7 | 3,86,190 |
| Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : | — | — | — | — | |
| 202 | 20 mm dia nominal bore | Metre | 200 | 635.2 | 1,27,040 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | — | — | — | — | |
| 203 | 15 mm dia nominal bore | Metre | 80 | 322.15 | 25,772 |
| 204 | 40 mm dia nominal bore | Metre | 200 | 617.05 | 1,23,410 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing brass bib cock of approved quality : | — | — | — | — | |
| 205 | 15 mm nominal bore | Each | 35 | 353.25 | 12,363.75 |
| Providing and fixing brass stop cock of approved quality : | — | — | — | — | |
| 206 | 15 mm nominal bore | Each | 35 | 353.25 | 12,363.75 |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 207 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 208 | 40 mm nominal bore | Each | 5 | 826.1 | 4,130.5 |
| 209 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 210 | 15 mm nominal bore | Each | 5 | 406.85 | 2,034.25 |
| 211 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 212 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| Providing and fixing gun metal non- return valve of approved quality (screwed end) : | — | — | — | — | |
| 40 mm nominal bore | — | — | — | — | |
| 213 | Horizontal | Each | 10 | 952.6 | 9,526 |
| 214 | Vertical | Each | 10 | 1,134.7 | 11,347 |
| 50 mm nominal bore | — | — | — | — | |
| 215 | Horizontal | Each | 10 | 1,371.2 | 13,712 |
| 216 | Vertical | Each | 10 | 1,445.15 | 14,451.5 |
| Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet | — | — | — | — | |
| 217 | 150 mm diameter | Each | 15 | 222.35 | 3,335.25 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : | — | — | — | — | |
| 218 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 15 | 10,862.4 | 1,62,936 |
| Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : | — | — | — | — | |
| 219 | 20 mm diameter pipe | Metre | 5 | 23.25 | 116.25 |
| 220 | 25 mm diameter pipe | Metre | 5 | 30.25 | 151.25 |
| 221 | 50 mm diameter pipe | Metre | 5 | 51 | 255 |
| Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : | — | — | — | — | |
| 222 | Up to 6 metres depth | Metre | 40 | 747.9 | 29,916 |
| 223 | Beyond 6 m and up to 12 m depth | Metre | 40 | 884.85 | 35,394 |
| 224 | Beyond 12 m and up to 18 m depth | Metre | 40 | 1,025.95 | 41,038 |
| 225 | 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 | 35000 | 11 | 3,85,000 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 226 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. | — | — | — | — | |
| 227 | 15 mm nominal bore | Each | 5 | 820.7 | 4,103.5 |
| Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 | — | — | — | — | |
| 228 | 15mm nominal bore | Each | 5 | 574.3 | 2,871.5 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| 229 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 5 | 121.4 | 607 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 230 | 250 mm diameter | Metre | 120 | 1,505.6 | 1,80,672 |
| Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | — | — | — | — | |
| 100x100 mm size P type | — | — | — | — | |
| 231 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 7 | 2,707.65 | 18,953.55 |
| 150 x 100 mm size P type | — | — | — | — | |
| 232 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 2,734.2 | 13,671 |
| Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 233 | 150 mm dia. R.C.C. pipe | Metre | 15 | 556.45 | 8,346.75 |
| Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | — | — | — | — | |
| Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : | — | — | — | — | |
| 234 | With Sewer bricks conforming to IS : 4885 | Each | 15 | 26,244.7 | 3,93,670.5 |
| Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: | — | — | — | — | |
| Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : | — | — | — | — | |
| 235 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 8,150.5 | 16,301 |
| Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. | — | — | — | — | |
| 236 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 26,861.9 | 80,585.7 |
| Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete | — | — | — | — | |
| 237 | 600 mm dia RCC pipes. | Metre | 35 | 3,401.25 | 1,19,043.75 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash f a s t e n e r s to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 238 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 530.9 | 1,59,270 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 239 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 634.45 | 1,58,612.5 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 240 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 100 | 1,505.25 | 1,50,525 |
| 241 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in- charge. (Only weight of grill to be measured for payment). | Kg | 50 | 638.35 | 31,917.5 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 242 | 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 | 50 | 617.05 | 30,852.5 |
| 243 | 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 | 900 | 688.9 | 6,20,010 |
| RAIN WATER HARVESTING & TUBEWELLS | — | — | — | — | |
| General | — | — | — | — | |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 244 | 300 mm dia | Metre | 100 | 707.75 | 70,775 |
| Rocky strata including Boulders | — | — | — | — | |
| 245 | 300 mm dia | Metre | 50 | 1,695.1 | 84,755 |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, beyond 90 metre & upto 150 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 246 | 300 mm dia | Metre | 250 | 825.7 | 2,06,425 |
| Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in- charge. | — | — | — | — | |
| 247 | 100 mm nominal size dia | Metre | 250 | 672.3 | 1,68,075 |
| 248 | 150 mm nominal size dia | Metre | 100 | 793.25 | 79,325 |
| 249 | 200 mm nominal size dia | Metre | 500 | 1,113.35 | 5,56,675 |
| 250 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 20 | 1,509.8 | 30,196 |
| 251 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 10 | 1,538.25 | 15,382.5 |
| 252 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 10 | 1,538.25 | 15,382.5 |
| 253 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M- 25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 4 | 1,399.95 | 5,599.8 |
| Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. | — | — | — | — | |
| 254 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 50 | 2,442.75 | 1,22,137.5 |
| Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: | — | — | — | — | |
| 255 | 150 mm dia | Each | 7 | 246.45 | 1,725.15 |
| Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. | — | — | — | — | |
| 256 | 150 mm clamp | Each | 2 | 2,019.05 | 4,038.1 |
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