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Tender Value
₹29.1 Cr
EMD Value
₹58.2 L
Closing Date
22 May 2026, 11:00 amClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GATISHAKTI
26 conditions · 5 needing a document upload
(A) Financial Eligibility Criteria for the Works having advertised value above Rs.50.00 lakhs: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. Further, if tenderer is JV, "Financial Capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria. (B) The Financial Eligibility of tenderer shall be evaluated based on the Clause-10.2, 10.5, Explanation for Clause-10 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (C) Financial Eligibility of the JV and members of JV shall be evaluated based on the Clause-10.2, 10.5, 17.15.2 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (D) The tenderer(s) shall submit scanned copy of following documents (i) Statement of Annual Contractual Turnover as per Proforma-E-1 duly certified by Chartered Accountant (ii) Audited Balance Sheet for last 03/04 years. (iii) Form 16A/26AS generated through TRACES of Income Tax Department of India if Work Experience Certificate for Technical Eligibility Criteria is from other than Govt. Organization. (iv) Any other document(s) required as per tender conditions for evaluation of Financial Eligibility of the tenderer. (v) If tenderer is JV firm, the tenderer shall submit all of these documents for each member of JV. (vi) If tenderer does not fulfil the Financial Eligibility Criteria, the offer of the tenderer shall be summarily rejected.
(A) Bid Capacity Criteria for tenders having advertised value above Rs. 10.0 Crores: The tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A= Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N= Number of years prescribed for completion of work for which bid has been invited. B= Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. (B) Bid Capacity of tenderer shall be evaluated based on the Clause-10.3, 10.5, Explanation for Clause-10, Annexure-VI and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (C) Bid Capacity of the JV and members of JV shall be evaluated based on the Clause-10.3, 10.5, 17.15.3 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (D) The tenderer(s) shall submit scanned copy of following documents (i) Statement of Bid Capacity as per Proforma-E2, E2(a) & E2(b) duly certified by Chartered Accountant (ii) Any other document(s) required as per tender conditions for evaluation of Bid Capacity of the tenderer. (iii) If tenderer is JV firm, the tenderer shall submit all of these documents for each member of JV. (iv) If tenderer does not fulfil the Bid Capacity, the offer of the tenderer shall be summarily rejected.
(A) Technical Eligibility Criteria for Non-Composite Works having advertised value above Rs.50.00 lakhs: The tenderer must have successfully completed or substantially completed any of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, OR (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, OR (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. Further, if tenderer is JV, the technical eligibility for the work shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work shall have technical capacity of minimum 10% of the cost of work i.e., each non-lead member of JV member must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of advertised value of the tender (B) Technical Eligibility Criteria for Composite Works having advertised value above Rs.50.00 lakhs: (B1)Tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07(seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, OR (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, OR (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (B2) The technical eligibility for major component [As per para10.1(b)(1) of IRGCC April2022] shall be satisfied by the tenderer or by the JV (in its own name and style) or by lead member of the JV. (B3)The technical eligibility for other components[As per para 10.1(b)(1) of IRGCCApril2022] shall be satisfied by the tenderer or by the JV (in its own name and style) or by any member of the JV(OR) The technical eligibility for other components [As per para 10.1(b)(3) of IRGCC-April2022) and 7(a)of IRGCC April2022 (Part-II)]shall be satisfied by sub contractor. (B4) Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work shall have technical capacity of minimum 10% of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (nonlead) member of must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of cost of any component of work mentioned in technical eligibility criteria.
(C) Technical Eligibility of tenderer shall be evaluated based on the clause-10.1, 10.5, Explanation for Clause-10 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (D) Technical Eligibility of the JV Firm and Members of JV Firm shall be evaluated based on the Clause- 10.1, 10.5, 17.15.1 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any and other conditions of tender documents (E) The tenderer(s) shall submit scanned copy of following documents (i) Statement of Similar Work done as per Proforma: E-3 (ii) Work Experience Certificate issued by Employer/ Client. (iii) Form 16A/26AS generated through TRACES of Income Tax Department of India if Work Experience Certificate for Technical Eligibility Criteria is from other than Govt. Organization. (iv) Any other document(s) required as per tender conditions for evaluation of Financial Eligibility of the tenderer. (v) If tenderer is JV firm, the tenderer shall submit all of these documents for each member of JV Firm.
(A) In case tenderer propose to subcontract component(s) of the work, The subcontractor must have successfully completed at least one similar work costing not less than 35% value of work in last 5 (Five) years, ending last day of month previous to the one in which tender is invited through a works contract, (B) Technical Eligibility of Sub-Contractor shall be evaluated based on the clause-10.5, Explanation for Clause-10 and other Clauses of Tender Form (Second Sheet) of Part-I of IRGCC-2022 amended by ACS if any, and Clause-7 of Part-II of IRGCC-2022 amended by ACS if any and other conditions of tender documents. (C) The tenderer shall submit (i) The agreement with the subcontractor on stamp paper duly notarized. The tenderer shall submit the (ii) Details of Similar Work done by proposed Sub-Contractor(s) as per Proforma-E-3 (iii) Work Experience Certificate issued by Employer to proposed Sub-Contractor. (iv) Form 16A/26AS generated through TRACES of Income Tax Department of India if Work Experience Certificate for Technical Eligibility Criteria is from other than Govt. Organization. (v) Any other document(s) required as per tender conditions for evaluation of Technical Eligibility of the Sub-Contractor. Note: The total value of subletting shall not be more than 40 % of total advertised value of tender as per clause 7 of IRGCC-2022.
In case single completion certificate containing more than one component is submitted by the tenderer, value of each component is to be specified in that completion certificate. In case tenderer fails to submit completion certificate with component wise value bifurcation of work for evaluation of technical eligibility, the certificate shall be treated Incomplete
Separate completed works of minimum required values for each component shall also be considered for fulfilment of technical eligibility criteria.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate
If tenderer does not fulfil the Technical Eligibility Criteria, The offer of the tenderer shall be summarily rejected.
Defination of Similar Work :- Component No.1 [Major component] for Signal, [Value Rs.9,58,06,496/-] Execution Signalling works [EI/RRI/Auto Block sig/IBS/IBH] either indoor or outdoor or both
Defination of Similar Work :- Component No.2 for Building work, [Value 1.7.1 Rs.8,99,92,822/-] Any civil engineering work involving building construction works
Defination of Similar Work :- Component No.3 for Earth work and Minor 1.7.2 Bridges, [Value Rs.3,87,46,509/-] Work of Execution of earthwork in formation and construction of bridges
Defination of Similar Work :- Component No.4 for Electrical Traction, [Value Rs.2,61,28,081/-] Design, supply, erection, testing and commissioning of 50 Hz, single phase 25kV AC OHE system OR Stringing 1.7.3 [including design supply as applicable] of 66kV and above rating transmission lines including erection of transmission towers and foundation work for SEBs/DISCOMS/Transmission authorities/PGCIL/NTPC
Defination of Similar Work :- Component No.5 for Major Bridge, [Value 1.7.4 Rs.1,90,69,067/-] Any Bridge work involving open/ pile / well foundation with PSC/RCC super structure of RCC Boxes
Defination of Similar Work :- Component No.6 for Track work, [Value Rs.1,69,72,420/-] Any permanent way work of track linking and / or Rail 1.7.5 renewal and / or Sleeper renewal and / or turnout renewal and / or track maintenance work.
50 conditions · 22 needing a document upload
The tenderer participating in the tender as Propriety Firm/ Partnership Firm/ Company/ HUF/ LLP/ Society/ Trust/ JV shall submit all the credentials as mentioned below. Further, the tenderer should examine carefully the Regulation For Tender and Contract (Part-I of IRGCC-2022) and all the Advance Correction Slip (ACS) of IRGCC-2022 issued from time to time for required documents to be submitted by the tenderer. Non submission of tenderer credential, the offer of the tenderer shall considered invalid and shall be rejected.
If tenderer is Proprietary Firm / Proprietary Concern, the tenderers shall submit with his offer(i) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022- Part-I.(ii)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case of Partnership Firm, the tenderer(s) shall scan and submit with their offer, the following documents: (i) A notarized copy of partnership deed or a copy of partnership deed registered with registar. (ii)A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm. (iii) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. (iv) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I.(v)All other documents as per Clause 14 and 18 of IRSGCC - April2022- Part-1
In case, the Tenderer is a Company, the tenderer(s) shall scan and submit with their offer, the following documents: (i)The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii)A copy of Certificate of Incorporation (iii)A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company(iv) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I (v)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case the Tenderer is HUF, the following documents shall be submitted along with the tender: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii)An undertaking that the HUF is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which HUF was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iii) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I(iv)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case tenderer is a LLP Firm registered under LLP Act-2008, the following documents shall be submitted: (i) A copy of LLP Agreement (ii)A copy of Certificate of Incorporation (iii)A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv). An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. v) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC - April-2022-Part-I(vi)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
In case the Tenderer is a Registered Society & Registered Trust, the following documents shall be submitted: (i) A copy of the Certificate of Registration (ii)A copy of Memorandum of Association of Society / Trust Deed (iii)A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) Copy of rules and regulations of the society (v)All other documents as per Clause 14 of IRSGCC - April2022- Part-1
If the tenderer is a JV, the tenderer(s) shall submit with their offer the following documents:
A copy of Memorandum of Understanding (MoU) duly executed by the JV members on a stamp paper, shall be submitted by the JV along with the tender. The complete details of the members of the JV, their share and responsibility in the JV etc. particularly with reference to financial, technical and other obligations shall be furnished in the MoU. Joint Venture members in the JV MoU 1.7.1 shall authorize Lead member on behalf of the Joint Venture to deal with the contract, sign the agreement or enter into contract in respect of the said tender, to receive payment, to witness joint measurement of work done, to sign measurement books and similar such action in respect of the said tender/contract. All notices/correspondences with respect to the contract would be sent only to this authorized member of the JV
The tenderer shall also submit a copy of notarized Power of Attorney to submit the tenderer on behalf of JV.
In case one or more of the members of the JV is/are Partnership firm(s), following documents shall be submitted: (i) A notarized copy of the Partnership Deed or Copy of partnership deed registered with registar , (ii)A copy of consent of all the partners or individual authorized by partnership firm, to enter into the Joint Venture Agreement on a stamp paper, (iii)A notarized or registered copy of Power of Attorney in favour of the individual to sign the MOU/JV Agreement on behalf of the partnership firm 1.7.3 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 Proprietary Firm or HUF, the following documents shall be enclosed: (i) A copy of notarized affidavit on Stamp Paper declaring that his concern is a proprietary concern and he is sole proprietor of the concern or 1.7.4 he who is signing the affidavit on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF.
In case one or more members of the JV is/are Companies, the following documents shall be submitted: (i)A copy of resolutions of the Directors of the Company, permitting the company to enter into a JV agreement, (ii)The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company 1.7.5 (iii)A copy of Certificate of Incorporation (iv)A copy of Authorization/copy of Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender, sign MOU/JV Agreement on behalf of the company and create liability against the company
In case one or more members of the JV is/are LLP firm/s, the following documents shall be submitted: (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation of LLP(iii) A copy of resolution passed by partners of LLP firm, permitting the Firm to enter into a JV agreement.(iv) A copy of Authorization /copy of Power of Attorney issued by the LLP firm (backed by resolution passed by the Partners) in favour of the individual, to sign the tender and/or sign the MOU/ JV agreement on behalf of 1.7.6 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: (i) A copy of Certificate of Registration ii)A copy of Memorandum of 1.7.7 Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust (iv) A copy of Rules & Regulations of the Society
All Other documents as mentioned in terms of para 10 of Tender form (2nd sheet) of IRSGCC-April-2022 Part-I.
All other documents as per Clause 14, 17 & 18 of IRSGCC-April 2022 -Part 1 are to be submitted.
The tenderer whether sole proprietor/ a company or a partnership firm/ registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required.
All Other documents as mentioned in terms of para 10 of Tender form (2nd sheet) of IRSGCC-April-2022 Part-I.
All other documents as per Clause 14, 17 & 18 of IRSGCC-April 2022 -Part 1 are to be submitted.
In case the tenderer is proposing sub contract for the component(s) of the work, the tenderer shall upload Scanned copy/copies of formal agreement duly executed and notarised by the main tenderer/contractor with the subcontractor for the component(s) of work in a composite work proposed to be executed through subcontractor(s).
The tenderer shall submit following documents towards compliances for technical bid. In case of non-submission of below documents, the offer submitted by the tenderer shall be considered as Invalid and shall be rejected summarily.
(A) The tenderer shall submit the bid security as per Clause-5 of Part-1 of IRGCC-2022, Clause-6 of Tender Form (Second Sheet) of Part-1 of IRGCC-2022 and Clause-17.5 of Tender Form (Second Sheet) of Part-1 of IRGCC-2022 amended by ACS. The offer shall be summarily rejected in case of non-submission of bid security until unless specifically provided in the tender documents. In case, manual bank guarantee/ exemption claimed, the tenderer shall submit scanned copy of i) Bank Guarantee Bond as per Annexure- VIA valid for a period of 90days beyond the bid validity period. OR i) Registration Certificate of Start-up firms issued by appropriate authority and recognized by Department of Industrial Policy and Promotion (DIPP) towards exemption of full BID Security (if applicable). OR iii) Registration Certificate with registration number by Labour Co-operative Society issued by appropriate authority for payment of 50% BID Security (if applicable). (B) The original bank guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids i.e. excluding the date of submission of bids.
The tenderer shall submit General Information as per Pro forma :T-1 along with copy of PAN & GST Registration certificate.
The tenderer shall submit the details of Employment of Retired gazetted officer or Family member(s) of gazetted officer as per proforma-T-2
The tenderer shall submit the Certificate for Minimum Local Content as per proforma-T-3
Uploading of Test report of ballast as per proforma-T-4. (If the tender scheduled qty exceeds 2000 cum or 10 % of advertisement value whichever is less.)
The tenderer shall submit for proforma of Tenders along with the requisite documentation in proforma.
Statement of Annual Contractual Turnover as per Proforma-E-1 duly certified by Chartered Accountant
Statement of Bid Capacity as per Proforma-E2
In case of Bid security submitted in the form of Bank guarantee bond, a scanned copy of the Bank Guarantee bond shall be uploaded on e-procurement portal (IREPS) while applying to the tender. The Bank Guarantee Shall be drawn in favor of FA&CAO/Construction/Bangalore cantonment and the original Bank guarantee bond should be delivered in person Ch.OS/Office of CPM/Gati shakti /Hubballi before closing date for submission of bids (i.e. excluding the last date off submission of bids).
Non submission of scanned copy of Bank Guarantee bond with the bid on e tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid
Hubballi Division: BAY - RDG section: Provision of Two additional loop lines with R&D facilities along with associated Civil, Track, Signal, TRD and Electrical (Genl) works at Obulapuram station (Phase II) (Composite tender).
H-GS-UBL-01-2026-27
H-GS-UBL-01-2026-27
Open
Works - General
18 Months
Dharwad, Karnataka
₹0
₹58.2 L
22 May 2026
23 Apr 2026
8 May 2026
820 items across 19 schedules · ₹23,39,19,365.41 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1030 | 217.55 | 2,24,076.5 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 10 | 494.1 | 4,941 |
| 3 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 810 | 283.98 | 2,30,023.8 |
| 4 | All kinds of soil | cum | 1625 | 177.5 | 2,88,437.5 |
| 5 | All kinds of soil. | cum | 995 | 260.3 | 2,58,998.5 |
| 6 | Ordinary rock | cum | 162 | 632.95 | 1,02,537.9 |
| 7 | Hard rock (requiring blasting) | cum | 15 | 1,049.8 | 15,747 |
| 8 | 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 | 620 | 196 | 1,21,520 |
| 9 | 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 | 590 | 700.5 | 4,13,295 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 38 | 2,123.75 | 80,702.5 |
| 11 | 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 | 30970 | 17.6 | 5,45,072 |
| 12 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 4220 | 8.95 | 37,769 |
| 13 | 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 | 7 | 7,878.5 | 55,149.5 |
| 14 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 85 | 7,780.3 | 6,61,325.5 |
| 15 | 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 | 420.8 | 7,294.7 | 30,69,609.76 |
| 16 | 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 | 30 | 7,178.75 | 2,15,362.5 |
| 17 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 1100 | 10,357.55 | 1,13,93,305 |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 15 | 10,105.1 | 1,51,576.5 |
| 19 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 18 | 410.85 | 7,395.3 |
| 20 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 3 | 18.15 | 54.45 |
| 21 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 400 | 9,439.05 | 37,75,620 |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5881 | 392.15 | 23,06,234.15 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 127 | 927.25 | 1,17,760.75 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 99 | 736.4 | 72,903.6 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 148 | 961.3 | 1,42,272.4 |
| 26 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 3.3 | 951.1 | 3,138.63 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 24 | 9,504.75 | 2,28,114 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 30 | 9,655.7 | 2,89,671 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 32 | 9,860.4 | 3,15,532.8 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 39.1 | 7,132.25 | 2,78,870.98 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 185 | 9,105.95 | 16,84,600.75 |
| 32 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 88 | 8,333.65 | 7,33,361.2 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 121.37 | 7,311.25 | 8,87,366.41 |
| 34 | Area of slab over 0.50 sqm | Sqm | 67 | 5,136.3 | 3,44,132.1 |
| Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium | Sqm | 80 | 5,015.05 | 4,01,204 | |
| 36 | Second class teak wood | cum | .8 | 1,42,949.7 | 1,14,359.76 |
| 37 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 131 | 2,600.45 | 3,40,658.95 |
| 38 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 24 | 1,800.45 | 43,210.8 |
| 39 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 38 | 3,473.85 | 1,32,006.3 |
| 40 | 25 mm dia (heavy type) | Metre | 45 | 186.4 | 8,388 |
| 41 | Fixed to steel windows by welding | Kg | 1400 | 219.1 | 3,06,740 |
| 42 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1665 | 238.35 | 3,96,852.75 |
| 43 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 250 | 228.85 | 57,212.5 |
| 44 | 200x10 mm | Each | 10 | 358.4 | 3,584 |
| 45 | 150x10 mm | Each | 24 | 287.25 | 6,894 |
| 46 | 250x16x5 mm | Each | 14 | 308 | 4,312 |
| 47 | 125 mm | Each | 14 | 256.65 | 3,593.1 |
| 48 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 12 | 121.65 | 1,459.8 |
| 49 | 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 | 8 | 1,124.85 | 8,998.8 |
| 50 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 105 | 10,874.2 | 11,41,791 |
| 51 | 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 | 30180 | 117.35 | 35,41,623 |
| 52 | 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 | 22350 | 133.7 | 29,88,195 |
| 53 | Hot finished welded type tubes | Kg | 15100 | 194.4 | 29,35,440 |
| 54 | Hot finished seamless type tubes | Kg | 1850 | 206.35 | 3,81,747.5 |
| 55 | 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 | 50 | 772.4 | 38,620 |
| 56 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 500 | 792.05 | 3,96,025 |
| 57 | Dark shade pigment using ordinary cement | Sqm | 980 | 1,119.5 | 10,97,110 |
| 58 | Size of Tile 800 x 800 mm | Sqm | 424 | 1,534.85 | 6,50,776.4 |
| 59 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 17 | 3,186.7 | 54,173.9 |
| 60 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 50 | 4,481.3 | 2,24,065 |
| 61 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 60 | 980.5 | 58,830 |
| 62 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 60 | 944.05 | 56,643 |
| 63 | Stone ware spout | Each | 5 | 164.2 | 821 |
| 64 | 110 mm diameter | Metre | 93.5 | 377.4 | 35,286.9 |
| 65 | 110 mm bend | Each | 24 | 150.35 | 3,608.4 |
| 66 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 5 | 84.55 | 422.75 |
| 67 | 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 | 870 | 738.65 | 6,42,625.5 |
| 68 | Ridges plain (500 - 600mm) | Metre | 120 | 532.35 | 63,882 |
| 69 | Gutter (600 mm over all girth) | Metre | 60 | 1,313.7 | 78,822 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 1603 | 347.05 | 5,56,321.15 |
| 71 | 1:4 (1 cement: 4 fine sand) | Sqm | 680 | 471.35 | 3,20,518 |
| 72 | 1:3 (1 cement : 3 fine sand) | Sqm | 600 | 300.45 | 1,80,270 |
| 73 | 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 | 64 | 396.65 | 25,385.6 |
| 74 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2950 | 262.7 | 7,74,965 |
| 75 | 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 | 2950 | 193.7 | 5,71,415 |
| 76 | Two or more coats on new work | Sqm | 4333 | 155.9 | 6,75,514.7 |
| 77 | Two or more coats on new work | Sqm | 4300 | 146.8 | 6,31,240 |
| 78 | Two coats | Sqm | 3236 | 137.45 | 4,44,788.2 |
| 79 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 100 | 851.5 | 85,150 |
| 80 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 81 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 110 | 1,503.6 | 1,65,396 |
| 82 | 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 | 300 | 3,551.25 | 10,65,375 |
| 83 | In lime mortar | cum | 250 | 851.5 | 2,12,875 |
| 84 | In cement mortar | cum | 250 | 2,060.2 | 5,15,050 |
| 85 | In lime mortar | cum | 10 | 1,158.1 | 11,581 |
| 86 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 87 | 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 | 500 | 5.65 | 2,825 |
| 88 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in- charge. | cum | 6 | 420.8 | 2,524.8 |
| 89 | 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 | 4700 | 218.9 | 10,28,830 |
| 90 | 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 | 640 | 1,046.95 | 6,70,048 |
| 91 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 2250 | 5.3 | 11,925 |
| 92 | New work (Two or more coats) | Sqm | 120 | 288.9 | 34,668 |
| 93 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 828 | 972 | 8,04,816 |
| 94 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 96 | 10,117.6 | 9,71,289.6 |
| 95 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 3430 | 9,823.8 | 3,36,95,634 |
| 96 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 1600 | 4,148.65 | 66,37,840 |
| 97 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 170 | 2,017.6 | 3,42,992 |
| 98 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 99 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 100 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,301.75 | 11,508.75 |
| 101 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 102 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 103 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 80 | 1,180.75 | 94,460 |
| 104 | Sand cast iron S&S as per IS: 3989 | Each | 5 | 1,996.5 | 9,982.5 |
| 105 | 100 mm diameter pipe | Metre | 80 | 82.8 | 6,624 |
| 106 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 10 | 122.4 | 1,224 |
| 107 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 5 | 367.1 | 1,835.5 |
| 108 | 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 | 5 | 168.35 | 841.75 |
| 109 | 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 | 5 | 708.95 | 3,544.75 |
| 110 | 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 | 5 | 713.2 | 3,566 |
| 111 | 20 mm nominal dia Pipes | Metre | 100 | 335 | 33,500 |
| 112 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 113 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 114 | 25 mm nominal dia Pipes | Metre | 80 | 627.25 | 50,180 |
| 115 | 80 mm nominal dia Pipes | Metre | 80 | 2,166.35 | 1,73,308 |
| 116 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 117 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 118 | 15 mm nominal bore | Each | 4 | 406.85 | 1,627.4 |
| 119 | Horizontal | Each | 4 | 1,371.2 | 5,484.8 |
| 120 | Vertical | Each | 4 | 1,445.15 | 5,780.6 |
| 121 | 150 mm diameter | Each | 5 | 222.35 | 1,111.75 |
| 122 | 100 mm dia pipe | Metre | 40 | 1,423.1 | 56,924 |
| 123 | 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 | 2000 | 11 | 22,000 |
| 124 | 15 mm nominal bore | Each | 5 | 506.8 | 2,534 |
| 125 | 15 mm nominal bore | Each | 5 | 820.7 | 4,103.5 |
| 126 | 15mm nominal bore | Each | 5 | 574.3 | 2,871.5 |
| 127 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 5 | 74.8 | 374 |
| 128 | With common burnt clay F.P.S. (non modular) bricks | Each | 25 | 416.8 | 10,420 |
| 129 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 5 | 452 | 2,260 |
| 130 | 250 mm diameter | Metre | 50 | 1,505.6 | 75,280 |
| 131 | 250 mm diameter S.W. pipe | Metre | 100 | 1,016.9 | 1,01,690 |
| 132 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 2,734.2 | 13,671 |
| 133 | 300 mm dia. R.C.C. pipe | Metre | 40 | 994.3 | 39,772 |
| 134 | 1200 mm dia. R.C.C. pipe | Metre | 20 | 7,102.15 | 1,42,043 |
| 135 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 32,857.85 | 65,715.7 |
| 136 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 1 | 10,585.5 | 10,585.5 |
| 137 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 24,702.75 | 49,405.5 |
| 138 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 2 | 9,861.45 | 19,722.9 |
| 139 | With 20 mm diameter round bar | Each | 5 | 496.5 | 2,482.5 |
| 140 | For pipes 250 to 300 mm diameter | Each | 2 | 922.4 | 1,844.8 |
| 141 | Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 | Each | 2 | 3,881.5 | 7,763 |
| 142 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 96 | 769.6 | 73,881.6 |
| 143 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 96 | 1,684.6 | 1,61,721.6 |
| 144 | 300 mm dia | Metre | 90 | 707.75 | 63,697.5 |
| 145 | 200 mm nominal size dia | Metre | 90 | 1,113.35 | 1,00,201.5 |
| 146 | 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 | 2 | 1,509.8 | 3,019.6 |
| 147 | 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 | .7 | 1,538.25 | 1,076.78 |
| 148 | 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 | .7 | 1,538.25 | 1,076.78 |
| 149 | 200 mm nominal size dia | Metre | 20 | 2,571.05 | 51,421 |
| 150 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 48 | 1,085.05 | 52,082.4 |
| 151 | 200 mm dia | Each | 1 | 321.15 | 321.15 |
| 152 | 200 mm clamp | Each | 1 | 2,293.65 | 2,293.65 |
| 153 | 200 mm dia | Each | 1 | 357.6 | 357.6 |
| 154 | Frame size 45 x 70 mm | Metre | 30 | 705.85 | 21,175.5 |
| 155 | Frame size 65 x 150 mm | Metre | 40 | 1,637.65 | 65,506 |
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