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Tender Value
₹8.5 Cr
EMD Value
₹17.0 L
Closing Date
28 Aug 2026, 3:00 pm4d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
26 conditions · 6 needing a document upload
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh
(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) Attested Certificates(s) issued by Executive or Nominated Authority of the government Departments or Semi-Government/Public Sector Undertakings for the value of the work done for them during the qualifying period including current financial year certifying the bill amounts paid Agreement-wise and Date-wise or attested photo copy of such certificate. Such certificates will be accepted only from Govt. / Govt. bodies / PSUs authorities. Certificates issued by Private Bodies will not be considered.
NOTE: (i) Financial Year shall normally, be reckoned as 1st April to 31st March of the Next Year. However, for Turnover Criteria, the Financial Year as applicable to the Company /Tenderer is to be considered, if it defers from the above. (ii) Current Financial year is reckoned as the incomplete Financial year in which the date of tender submission falls. (iii) Chartered Accountant statements duly indicating yearly receipts will not be considered until and unless backed by Audited Balance Sheets or Provisional Balance sheet. (iv) (v) If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
If JV firms are allowed to participate; Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of J.V guide lines of IRSGCC April - 2022 [with up to date correction slip].
Definition of Similar Nature of work
A)Building work - (Civil Work value - 59320098/-) Any Civil Engineering work involving building construction work and structural steel fabrication work. 46.67 MT including all allied works eg; foundation,flooring water supply, sewage, circulating area etc (Minimum quantity @ 35% of scheduled quantity of 133.36 MT in terms of IR GCC clause 10.1 (b) is specified.)B)P.Way work - (Track Work value - 10858389/-) Any P. Way work of track linking and or Railway renewal or sleeper renewal and or turnout renewal and or track maintenance( ELIGIBILITY CRITERA As per 10.1 (b) of GCC 2022.)C)Electrical (general) - (Electrical (general) value - 5158860.20/-) Works of wiring/cabling or installation and commissioning of electrical items(other than on coaches) such as lights,fans, pumps, charging arrangements. earthing etc, with or without supply of items/equipment's for 230 volts 1phase or 415V, 3phase system or higher voltages.D)Electrical (TRDl) - (Electrical (TRD) value - 9642140.15/-) Design, supply, erection, testing and commissioning of 50 Hz, single phase25kV AC OHE system or 25kV AT feeding system (2x25kV) OR Stringing (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
72 conditions · 5 needing a document upload
TENDER SHALL BE REJECTED if it is not accompanied by the following
Bid Security deposited through IREPS e-payment or as per provisions under Clause 5 (2) Part-I of GCC April 2022.
In case of Partnership firm: The tender form shall be submitted only in the name of partnership firm.
In case tenderer is JV Firm : The tender form shall be submitted 1.1.2 only in the name of the JV and not in the name of any constituent member.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender 1.1.3 documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:- i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered to The Chief Project Manager, Gati Shakti Unit, Beside Railway Hospital, KRS road, Mysore - 570020 within 5 working days of before closing date for submission of bids (i;e Excluding the last date of submission of bid). iii. Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the 1.1.4 data entered during bid submission time, failing which the bid will be rejected. vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the Chief Project Manager, Gati Shakti Unit, Beside Railway Hospital, KRS road, Mysore - 570020. viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. ix. The beneficiary for the PG will be Financial Adviser and Chief Accounts Officer, Construction, Cantonment, Bangalore. (FA&CAO/CN/BNC)
Uploading of Certificate in support of Technical Eligibility (No Technical credentials are required for tenders having advertised value up to Rs 50 lakh).
Submission of Certificate(s) in support of Financial Eligibility (No Financial credentials are required for tenders having advertised value up to Rs 50 lakh).
IN CASE THE TENDER is Partnership firm/ JOINT Venture firm (JV)/ LLP A copy of certificate to be submitted/uploaded by tenderer as per format given at annexure -v of IRGCC 2022.
IN CASE OF ADVERTISED TENDER VALUE IS MORE THAN RS. 10 CRORES: Bid capacity is applicable, the tenderers should submit proforma attached in DOCUMENTS. In case, the tenderer/s failed to upload BID CAPACITY PROFORMA along with offer, their/his offer shall be considered as incomplete and will be rejected summarily.
In case tenderer is other than sole proprietorship firm, following documents shall be uploaded by the tenderer:
In case the Tenderer is a Partnership Firm: [i] A notarized copy of Partnership deed or a copy of the Partnership deed registered with the Registrar. [ii] A notarized or registered Power of Attorney (duly registered as per prevailing law) in favour of an 1.6.1 individual to sign the tender documents and create liability against the Firm. [iii] PAN / TAN number of Partnership firm (PAN / TAN number in the name of any of the constituent partners shall not be considered). [iv] All other documents in terms of Para 10 of the Tender Form (Second Sheet) above.
In case the Tenderer is a LLP Firm registered under LLP Act-2008 (i) A copy of LLP Agreement, (ii) A copy of Certificate of Incorporation; and (iii) A copy of Power of Attorney/Authorization issued by the LLP Firm in favour of the individual to sign the 1.6.2 tender on behalf of the LLP Firm and create liability against the Firm. (iv) Copy of PAN number of the LLP Firm. [v] All other documents in terms of Para 10 of the Tender Form (Second Sheet) above.
In case the Tenderer is a Company registered under Companies Act-2013: (i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Certificate of Incorporation (iii) A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of 1.6.3 Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company.(iv) copy of PAN number of the Company. and (v) All other documents in terms Para 10 of the Tender Form (Second Sheet) above
In case the Tenderer is a Registered Society & Registered Trust: (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 1.6.4 documents and create liability against the Society/Trust. And (iv) A copy of Rules and Regulations of the society (v) Copy of PAN number of the Society/Trust. (vi) All other documents in terms Para 10 of the Tender Form (Second Sheet) above.
Incase JV Firms are allowed to participate: Uploading of MEMORANDUM OF UNDERSTANDING as per the format given in "Documents attached with tender" and also below documents
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/her Concern is a 1.7.1 Proprietary Concern and he/she is sole proprietor of the Concern OR he/she is in position of "KARTA" of Hindu Undivided Family (HUF) and he/she has the authority, power and consent given by other partners to act on behalf of HUF.
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 a copy of the partnership deed registered with the Registrar. (ii)A copy of consent of all the 1.7.2 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.
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. 1.7.3 (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 1.7.4 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.
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 1.7.5 Association of Society/Trust Deed. (iii) A copy of Rules & Regulations of the Society. (iv) A copy of Power of Attorney, in favour of the individual to sign the tender documents and create liability against the Society/Trust
Uploading of Declaration regarding Employment of Retired Engineer/Retired Railway Officer as per clause no.16 of Part-I of GCC April 2022. [in the format attached in - Documents]
Uploading of NEFT FORM - as per the format attached with the tender document.
The list of personnel / organization on hand and proposed to be engaged for the tendered work.
List of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work.
Uploading of Statement Showing the particulars of Works on Hand & Works Completed as per the format attached to the tender document
Uploading of certificate by local suppliers in regard to meeting the Minimum Local Content requirement to avail benefits under Public Procurement Policy Order-2017, as amended from time to time, shall be followed for consideration of tenders (A) for procurement order of value less than Rs. 10 crores: self- certificate in accordance with Para-9(a) of Public Procurement(Preference to Make in India) Order 2017. (B)For Procurement Order of value more than Rs. 10 crores, the certificate from Statutory auditor/cost auditor/practicing CA as the case may be in accordance with Para-9(b) of Public Procurement (Preference to Make in India) Order 2017.
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.
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.
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.
(i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) documents shall be submitted according to clause 14 of IRGCC 2022:
Composite Work - Chikjajur: Proposed Construction of New AC Loco Trip Shed at Chikjajur along with Associated General Electrical, Electrical Traction Works.
CPM-GSU-08-2026-01-JRU~SWR
CPM-GSU-08-2026-01-JRU
Open
Works - General
9 Months
Dharwad, Karnataka
₹0
₹17.0 L
6 Aug 2026
6 Aug 2026
14 Aug 2026
458 items across 7 schedules · ₹11,17,20,674.44 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 150 | 261.35 | 39,202.5 |
| 2 | 5km | cum | 885 | 326.68 | 2,89,111.8 |
| 3 | 5km | cum | 20 | 307.47 | 6,149.4 |
| 4 | All kinds of soil | cum | 663 | 177.5 | 1,17,682.5 |
| 5 | Ordinary rock | cum | 152 | 498.9 | 75,832.8 |
| 6 | Hard rock (blasting prohibited) | cum | 195 | 1,432.95 | 2,79,425.25 |
| 7 | All kinds of soil. | cum | 2530 | 260.3 | 6,58,559 |
| 8 | Ordinary rock | cum | 200 | 632.95 | 1,26,590 |
| 9 | Hard rock (blasting prohibited) | cum | 150 | 1,523.05 | 2,28,457.5 |
| 10 | 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 | 2108 | 196 | 4,13,168 |
| 11 | All kinds of soil | cum | 715 | 126.8 | 90,662 |
| 12 | Ordinary or hard rock | cum | 310 | 227.4 | 70,494 |
| 13 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 198 | 2,123.75 | 4,20,502.5 |
| 14 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 550 | 93.05 | 51,177.5 |
| 15 | 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 | 173 | 8,340.85 | 14,42,967.05 |
| 16 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 369 | 7,294.7 | 26,91,744.3 |
| 17 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 6.5 | 7,178.75 | 46,661.88 |
| 18 | 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 | 97 | 410.85 | 39,852.45 |
| 19 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 106 | 749.3 | 79,425.8 |
| 20 | 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 | 180 | 9,045.75 | 16,28,235 |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1593.3 | 392.15 | 6,24,812.6 |
| 22 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3590 | 842.5 | 30,24,575 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 461 | 927.25 | 4,27,462.25 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 588 | 736.4 | 4,33,003.2 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 592 | 961.3 | 5,69,089.6 |
| 26 | Stairs, (excluding landings) except spiral-staircases | Sqm | 15 | 764.95 | 11,474.25 |
| 27 | Under 20 cm wide | Metre | 164 | 208.55 | 34,202.2 |
| 28 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 68 | 951.1 | 64,674.8 |
| 29 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 1.2 | 20,355.8 | 24,426.96 |
| 30 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | 1 | 20,185 | 20,185 |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 146610 | 107.85 | 1,58,11,888.5 |
| 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22952.4 | 107.85 | 24,75,416.34 |
| 33 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 762.95 | 9,504.75 | 72,51,649.01 |
| 34 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 162 | 9,655.7 | 15,64,223.4 |
| 35 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 156.27 | 9,860.4 | 15,40,884.71 |
| 36 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 30 | 10,011.35 | 3,00,340.5 |
| 37 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 50 | 733.5 | 36,675 |
| 38 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 6.6 | 10,195.45 | 67,289.97 |
| 39 | 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 | 137 | 8,333.65 | 11,41,710.05 |
| 40 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 244.2 | 7,311.25 | 17,85,407.25 |
| 41 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 55.8 | 9,275.45 | 5,17,570.11 |
| 42 | 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 | 132 | 1,267.95 | 1,67,369.4 |
| 43 | Second class teak wood | cum | 1.05 | 1,42,949.7 | 1,50,097.19 |
| 44 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 3,167.95 | 76,030.8 |
| 45 | 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 | 4 | 462.35 | 1,849.4 |
| 46 | 20 mm dia (heavy type) | Metre | 67.2 | 175 | 11,760 |
| 47 | Fixed to steel windows by welding | Kg | 1270 | 219.1 | 2,78,257 |
| 48 | 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 | 202 | 228.85 | 46,227.7 |
| 49 | 100x58x1.90 mm | Each | 53 | 45 | 2,385 |
| 50 | 200x10 mm | Each | 16 | 358.4 | 5,734.4 |
| 51 | 100x10 mm | Each | 14 | 197.5 | 2,765 |
| 52 | 250x16x5 mm | Each | 8 | 308 | 2,464 |
| 53 | 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 | 8 | 854.65 | 6,837.2 |
| 54 | 125 mm | Each | 16 | 256.65 | 4,106.4 |
| 55 | 100 mm | Each | 14 | 234.7 | 3,285.8 |
| 56 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 6 | 121.65 | 729.9 |
| 57 | 250x16 mm | Each | 3 | 260.6 | 781.8 |
| 58 | 250x10 mm | Each | 4 | 115.15 | 460.6 |
| 59 | 150x10 mm | Each | 4 | 82.55 | 330.2 |
| 60 | 100 mm | Each | 6 | 59.55 | 357.3 |
| 61 | Single rubber stopper | Each | 2 | 39.6 | 79.2 |
| 62 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). | Sqm | 11.52 | 8,799.25 | 1,01,367.36 |
| 63 | 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 | 50.85 | 10,874.2 | 5,52,953.07 |
| 64 | 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 | 650 | 133.7 | 86,905 |
| 65 | Hot finished welded type tubes | Kg | 126000 | 194.4 | 2,44,94,400 |
| 66 | 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 | 11 | 226 | 2,486 |
| 67 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 625 | 97.2 | 60,750 |
| 68 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 5330 | 123.6 | 6,58,788 |
| 69 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 500 | 172.6 | 86,300 |
| 70 | M.S. tube | Kg | 250 | 196.8 | 49,200 |
| 71 | 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 | 200 | 772.4 | 1,54,480 |
| 72 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 900 | 1,056.15 | 9,50,535 |
| 73 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 4 | 8,595.15 | 34,380.6 |
| 74 | 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 | 38.7 | 1,096.55 | 42,436.49 |
| 75 | Size of Tile 600 x 1200 mm | Sqm | 305 | 1,798.8 | 5,48,634 |
| 76 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 2900 | 1,457.15 | 42,25,735 |
| 77 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 150 | 1,083.3 | 1,62,495 |
| 78 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 200 | 1,029.65 | 2,05,930 |
| 79 | Flat surfaces | Sqm | 75 | 1,718.95 | 1,28,921.25 |
| 80 | 110 mm diameter | Metre | 460 | 377.4 | 1,73,604 |
| 81 | 110 mm | Each | 24 | 136.15 | 3,267.6 |
| 82 | 110 mm | Each | 24 | 127.6 | 3,062.4 |
| 83 | 110 mm bend | Each | 105 | 150.35 | 15,786.75 |
| 84 | 110 mm Shoe | Each | 81 | 131.85 | 10,679.85 |
| 85 | 110 mm | Each | 29 | 371.3 | 10,767.7 |
| 86 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 580 | 1,401.35 | 8,12,783 |
| 87 | 1:4 (1 cement: 4 fine sand) | Sqm | 2444 | 347.05 | 8,48,190.2 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 950 | 333.35 | 3,16,682.5 |
| 89 | 1:3 (1 cement : 3 fine sand) | Sqm | 50 | 300.45 | 15,022.5 |
| 90 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1460 | 262.7 | 3,83,542 |
| 91 | Flush/ Ruled pointing | Sqm | 94 | 385.4 | 36,227.6 |
| 92 | 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 | 1820 | 185.65 | 3,37,883 |
| 93 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 490 | 116.9 | 57,281 |
| 94 | 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 | 40 | 176.25 | 7,050 |
| 95 | 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 | 25 | 170.7 | 4,267.5 |
| 96 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 747 | 181.25 | 1,35,393.75 |
| 97 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 50 | 67.4 | 3,370 |
| 98 | Two or more coats on new work | Sqm | 8500 | 146.8 | 12,47,800 |
| 99 | 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 | 20 | 3,551.25 | 71,025 |
| 100 | In cement mortar | cum | 25 | 2,060.2 | 51,505 |
| 101 | In cement mortar | cum | 20 | 2,458.95 | 49,179 |
| 102 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 103 | Of area beyond 3 sq. metres | Each | 10 | 502.75 | 5,027.5 |
| 104 | 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 | 300 | 218.9 | 65,670 |
| 105 | 90 mm to 45 mm size stone aggregate | cum | 68 | 2,098.4 | 1,42,691.2 |
| 106 | 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 | 54 | 7,993.8 | 4,31,665.2 |
| 107 | Cement concrete prepared with batch mixing machine | cum | 66 | 10,529.35 | 6,94,937.1 |
| 108 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion j o i n t s in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 900 | 8.65 | 7,785 |
| 109 | New work (Two or more coats) | Sqm | 30 | 288.9 | 8,667 |
| 110 | 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 | 90 | 2,914.3 | 2,62,287 |
| 111 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 112 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 113 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 1 | 2,648.85 | 2,648.85 |
| 114 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 6 | 1,879.2 | 11,275.2 |
| 115 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 3 | 4,048.65 | 12,145.95 |
| 116 | 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 |
| 117 | C.P. brass | Each | 7 | 803.7 | 5,625.9 |
| 118 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,151.9 | 23,038 |
| 119 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,044.75 | 10,447.5 |
| 120 | Sand cast iron S&S as per IS - 1729 | Each | 1 | 598.5 | 598.5 |
| 121 | Sand Cast Iron S&S as per IS: 1729 | Each | 1 | 1,683.55 | 1,683.55 |
| 122 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 6 | 122.4 | 734.4 |
| 123 | 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 |
| 124 | 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 | 4 | 708.95 | 2,835.8 |
| 125 | 20 mm nominal dia Pipes | Metre | 85 | 335 | 28,475 |
| 126 | 25 mm nominal dia Pipes | Metre | 5 | 401.55 | 2,007.75 |
| 127 | 50 mm nominal dia Pipes | Metre | 80 | 934.15 | 74,732 |
| 128 | 20 mm nominal dia Pipes | Metre | 125 | 537.6 | 67,200 |
| 129 | 25 mm nominal dia Pipes | Metre | 25 | 355.4 | 8,885 |
| 130 | 50 mm nominal dia Pipes | Metre | 70 | 794.25 | 55,597.5 |
| 131 | 25 mm dia nominal bore | Metre | 50 | 467.75 | 23,387.5 |
| 132 | 50 mm dia nominal bore | Metre | 150 | 762.15 | 1,14,322.5 |
| 133 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 134 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 135 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 136 | 20 mm nominal bore | Each | 2 | 539.95 | 1,079.9 |
| 137 | 20 mm nominal bore | Each | 1 | 462.5 | 462.5 |
| 138 | 25 mm nominal bore | Each | 1 | 464.05 | 464.05 |
| 139 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 5 | 10,862.4 | 54,312 |
| 140 | 25 mm nominal bore | Each | 3 | 439.25 | 1,317.75 |
| 141 | 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 | 6500 | 11 | 71,500 |
| 142 | 15 mm nominal bore | Each | 2 | 506.8 | 1,013.6 |
| 143 | 150 mm diameter | Metre | 30 | 695.8 | 20,874 |
| 144 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 9 | 2,707.65 | 24,368.85 |
| 145 | 150 mm dia. R.C.C. pipe | Metre | 60 | 556.45 | 33,387 |
| 146 | 300 mm dia. R.C.C. pipe | Metre | 30 | 994.3 | 29,829 |
| 147 | With Sewer bricks conforming IS : 4885 | Each | 2 | 24,446.7 | 48,893.4 |
| 148 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 6,937.9 | 13,875.8 |
| 149 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 26,861.9 | 26,861.9 |
| 150 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 415 | 688.9 | 2,85,893.5 |
| 151 | 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 | 2.5 | 1,509.8 | 3,774.5 |
| 152 | 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 | 1.25 | 1,538.25 | 1,922.81 |
| 153 | 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 | .37 | 1,538.25 | 569.15 |
| 154 | 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 | 600 | 1,399.95 | 8,39,970 |
| 155 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,387.25 | 2,21,617.5 |
| 156 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 9,844.65 | 7,87,572 |
| 157 | Frame size 45 x 85 mm | Metre | 45.6 | 926.35 | 42,241.56 |
| 158 | 30 mm thick | Sqm | 12.67 | 4,346.7 | 55,072.69 |
| Schedule total | ₹8,91,37,405.3 | ||||
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