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Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
13 Apr 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN3
15 conditions · 4 needing a document upload
Financial Eligibility Criteria (Clause 10.2 of part-I GCC-2022): 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. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (Important Instruction: "The balance sheet and all other financial documents attested/certified by the Chartered Accountants (CA) to substantiate fulfillment of Financial Eligibility Criteria should be with UDIN, failing which the offer shall be considered as incomplete and will be summarily rejected without any further reference" Vide letter no. CE/Works/ECR/HJP's letter No.ECR-HQ0ENGG (CONT)/ 0009/2025 dtd. 18.11.2025 (ii) Gazette Notification No.1-CA (7)/192/2019, dated 02.08.2019 of the Institute of Chartered Accountants of India, published in the Gazette of India).
Technical Eligibility Criteria (Clause 10.1 of GCC-2022): (a)The 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 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 costing not less than the amount equal to 60% of advertised value of the tender. (b)(1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), 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. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2) In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b)(3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Note: for subletting of work costing up to Rs.50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: (Clause 10.1 of part-I GCC-2022): 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.
Similar Nature of work: - "Building works/ Any work involving PCC/RCC".
13 conditions · 4 needing a document upload
A copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder is enclosed as Annexure-V. In addition to Annexure-V, in case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. as the case may be. Non submission of a copy of certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested / digitally signed by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document.
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.
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.
If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender.
After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society / HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer 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. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate.
(ii)Following documents shall be submitted by the tenderer:
(a) Sole Proprietorship Firm: (i) All documents in terms of Para 10 of GCC/2022 of the Tender Form (Second Sheet) above (b) HUF: (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) All other documents in terms of Para 10 of GCC/2022 of the Tender Form (Second Sheet) above (c)The following documents shall be submitted by the partnership firm, with the tender: i. A notarized copy of the Partnership Deed or a copy of the Partnership deed registered withthe Registrar. 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 other documents in terms of Para 10 of GCC/2022 of the Tender Form (Second Sheet). (d) Joint Venture (JV): All documents as mentioned in para 17 of GCC 2022 of the Tender Form (Second Sheet) (e) Company registered under Companies Act2013: (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 other documents in terms Para 10 of the Tender Form (Second Sheet) above. (f) LLP (Limited Liability Partnership): (i) A copy of LLP Agreement (ii) A copy of Certificate of Incorporation (iii) A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet). (g) Registered Society & Registered Trust: (i) A copy of 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) A copy of Rules & Regulations of the Society (v) All other documents in terms of Para 10 of GCC/2022 of the Tender Form (Second Sheet) above.
(iii) If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender. (iv) After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society / HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted. (v) A tender from JV shall be considered only where permissible as per the tender conditions. (vi) The Railway will not be bound by any change of power of attorney or in the composition of the firm made subsequent to the submission of tender. Railway may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
A copy of Documents against eligibility criteria must be submitted along with the E-tender. No any documents against the same will be entertained in the office of Divisional Railway Manager, Dhanbad or anywhere else at any time. Tender will be decided purely on the basis of documents available/attached with the E-tender irrespective of whether tenderer is working contractor or new. However Railway may ask clarification with respect to document available/attached with the E-tender, if required.
In case, submission of Bid Security in the form of Bank Guarantee, the original Bank Guarantee should be delivered to COS/Bill & Tender/Dhanbad (Official Nominated) before closing date for submission of bids. (i.e. excluding the last date of submission of bids) as per Para 3 (ii) of Sl. No.13 (Bid Security) of the tender document.
Replacement of 8 Units Type-II staff quarters by 4 units Ty-III quarters & 4 units Ty- IV Quarters at CRP under ADEN/2/GMO.
346-DHN-2025-26~ECR
346-DHN-2025-26
Open
Works - General
12 Months
Dhanbad, Jharkhand
₹0
₹4.5 L
13 Apr 2026
20 Mar 2026
30 Mar 2026
147 items across 2 schedules · ₹2,93,32,287.02 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 196 | 187.24 | 36,699.04 |
| 2 | All kinds of soil | cum | 428 | 205.45 | 87,932.6 |
| 3 | All kinds of soil. | cum | 706 | 286.85 | 2,02,516.1 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 134 | 253.95 | 34,029.3 |
| 5 | 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 | 235 | 368.65 | 86,632.75 |
| 6 | All kinds of soil | cum | 34 | 104.5 | 3,553 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 57 | 2,161.2 | 1,23,188.4 |
| 8 | All kinds of soil | Sqm | 451 | 28.15 | 12,695.65 |
| 9 | 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 | 119 | 7,365.15 | 8,76,452.85 |
| 10 | 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 | 42 | 6,833.4 | 2,87,002.8 |
| 11 | 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 | 10 | 6,670.25 | 66,702.5 |
| 12 | 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 | 5 | 9,793.75 | 48,968.75 |
| 13 | Foundations, footings, bases for columns | Sqm | 249 | 307.95 | 76,679.55 |
| 14 | Columns, piers, abutments, pillars, posts and struts | Sqm | 50 | 804.25 | 40,212.5 |
| 15 | 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 | 221 | 8,364.2 | 18,48,488.2 |
| 16 | 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 | 146 | 10,185.05 | 14,87,017.3 |
| 17 | cum | 161 | 10,719.3 | 17,25,807.3 | |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 491 | 307.95 | 1,51,203.45 |
| 19 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 35 | 669.55 | 23,434.25 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 973 | 766.55 | 7,45,853.15 |
| 21 | Shelves (Cast in situ) | Sqm | 54 | 766.55 | 41,393.7 |
| 22 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 437 | 608.35 | 2,65,848.95 |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1222.5 | — | 804.25 | 9,83,195.63 |
| 24 | Stairs, (excluding landings) except spiral- staircases | Sqm | 215 | 657.75 | 1,41,416.25 |
| 25 | Under 20 cm wide | Metre | 308 | 181.9 | 56,025.2 |
| 26 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 289 | 319.25 | 92,263.25 |
| 27 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 22 | 9,673.5 | 2,12,817 |
| 28 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 121 | 64.7 | 7,828.7 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 27 | 10,306.2 | 2,78,267.4 |
| 30 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 17 | 688.45 | 11,703.65 |
| 31 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 6,882 | 2,75,280 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 79 | 6,658.25 | 5,26,001.75 |
| 33 | With F.P.S.(non modular) bricks | cum | 100 | 8,030.6 | 8,03,060 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 266 | 8,288.35 | 22,04,701.1 |
| 35 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 41 | 837.85 | 34,351.85 |
| 36 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 315 | 1,018.05 | 3,20,685.75 |
| 37 | Area of slab over 0.50 sqm | Sqm | 20 | 4,425.35 | 88,507 |
| 38 | Granite work | Metre | 41 | 418.85 | 17,172.85 |
| 39 | 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 | 160 | 1,063.45 | 1,70,152 |
| 40 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 74 | 3,086.1 | 2,28,371.4 |
| 41 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,818.5 | 1,40,925 |
| 42 | Fixed to steel windows by welding | Kg 2074 | — | 181 | 3,75,394 |
| 43 | With 2nd class teak wood beading 62X19 mm | Sqm | 64 | 1,164.9 | 74,553.6 |
| 44 | 300x16 mm | Each | 65 | 180.55 | 11,735.75 |
| 45 | 250x16 mm | Each | 60 | 165.9 | 9,954 |
| 46 | 250x10 mm | Each | 125 | 74.65 | 9,331.25 |
| 47 | 125 mm | Each | 65 | 35.2 | 2,288 |
| 48 | 250x16 mm | Each | 17 | 234.9 | 3,993.3 |
| 49 | 150x10 mm | Each | 37 | 75.55 | 2,795.35 |
| 50 | Single rubber stopper | Each | 33 | 35.5 | 1,171.5 |
| 51 | Twin rubber stopper | Each | 47 | 62.25 | 2,925.75 |
| 52 | 100mm | Each | 60 | 75.7 | 4,542 |
| 53 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 26 | 4,615.15 | 1,19,993.9 |
| 54 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 536 | 114.65 | 61,452.4 |
| 55 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg 1908 | — | 146.55 | 2,79,617.4 |
| 56 | 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 | 185.95 | 2,045.45 |
| 57 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 200 | 102.25 | 20,450 |
| 58 | 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, i/c 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 | 228 | 612.25 | 1,39,593 |
| 59 | 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 local sand, with common burnt clay non modular bricks. | Sqm | 121 | 733.3 | 88,729.3 |
| 60 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 50 | 545 | 27,250 |
| 61 | Providing and fixing 1st quality ceramic glazed floor 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 | 57 | 938.5 | 53,494.5 |
| 62 | Size of Tile 600 x 1200 mm | Sqm | 672 | 1,407.05 | 9,45,537.6 |
| 63 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 168 | 3,908.8 | 6,56,678.4 |
| 64 | 110 mm diameter | Metre | 168 | 319.75 | 53,718 |
| 65 | 110 mm | Each | 21 | 110.6 | 2,322.6 |
| 66 | 110x110x110 mm | Each | 21 | 205.45 | 4,314.45 |
| 67 | 110x110x110 mm | Each | 26 | 190.75 | 4,959.5 |
| 68 | 110 mm bend | Each | 34 | 132 | 4,488 |
| 69 | 110 mm Shoe | Each | 14 | 115.95 | 1,623.3 |
| 70 | 110 mm | Each | 14 | 309.5 | 4,333 |
| 71 | 1:6 (1 cement: 6 fine sand) | Sqm 5025 | — | 282 | 14,17,050 |
| 72 | 1:4 (1 cement: 4 fine sand) | Sqm | 436 | 361.3 | 1,57,526.8 |
| 73 | 12 mm cement plaster | Sqm | 75 | 386.55 | 28,991.25 |
| 74 | 1:3 (1 cement : 3 fine sand) | Sqm | 753 | 253.05 | 1,90,546.65 |
| 75 | Neat cement punning. | Sqm | 168 | 67.8 | 11,390.4 |
| 76 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 3916 | — | 214.3 | 8,39,198.8 |
| 77 | Extra for lining out plaster to imitate stone or concrete blocks walling. | Sqm | 41 | 93.75 | 3,843.75 |
| 78 | Flush / Ruled/ Struck or weathered pointing | Sqm | 10 | 214.4 | 2,144 |
| 79 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 3714 | — | 162.55 | 6,03,710.7 |
| 80 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 380 | 97.6 | 37,088 |
| 81 | 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 2844 | — | 158.95 | 4,52,053.8 |
| 82 | 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 | 302 | 140.05 | 42,295.1 |
| 83 | Two or more coats on new work | Sqm | 72 | 131.45 | 9,464.4 |
| 84 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 235 | 191.4 | 44,979 |
| 85 | Lettering with black Japan paint of approved brand and manufacture | per 1305 letter per cm height | — | 5.05 | 6,590.25 |
| 86 | Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. | Each | 100 | 255.8 | 25,580 |
| 87 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 53 | 2,007.1 | 1,06,376.3 |
| 88 | 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 | 3 | 2,928.1 | 8,784.3 |
| 89 | In cement mortar | cum | 45 | 1,698.45 | 76,430.25 |
| 90 | Of area 3 sq. metres and below | Each | 7 | 302.7 | 2,118.9 |
| 91 | Of area 3 sq. metres and below | Each | 17 | 118.3 | 2,011.1 |
| 92 | 90 mm to 45 mm size stone aggregate | cum | 180 | 1,937.6 | 3,48,768 |
| 93 | 63 mm to 45 mm size stone aggregate | cum | 180 | 1,624.5 | 2,92,410 |
| 94 | 53 mm to 22.4 mm size stone aggregate | cum | 180 | 1,837.25 | 3,30,705 |
| 95 | 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 | 540 | 865.8 | 4,67,532 |
| 96 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 600 | 248 | 1,48,800 |
| 97 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 600 | 45.2 | 27,120 |
| 98 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 600 | 227 | 1,36,200 |
| 99 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 600 | 79.85 | 47,910 |
| 100 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 168 | 932.35 | 1,56,634.8 |
| 101 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 14 | 5,781.35 | 80,938.9 |
| 102 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 5,540.55 | 33,243.3 |
| 103 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 14 | 2,275 | 31,850 |
| 104 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,040.85 | 10,204.25 |
| 105 | 510x1040 mm bowl depth 250 mm | Each | 6 | 6,008.45 | 36,050.7 |
| 106 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,274.4 | 21,372 |
| 107 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 108 | Providing and fixing 600x450 mm beveled 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 | 5 | 1,411.15 | 7,055.75 |
| 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 | 10 | 600.35 | 6,003.5 |
| 110 | 15 mm dia nominal bore | Metre | 149 | 304.15 | 45,318.35 |
| 111 | 20 mm dia nominal bore | Metre | 156 | 373.35 | 58,242.6 |
| 112 | 25 mm dia nominal bore | Metre | 288 | 417.95 | 1,20,369.6 |
| 113 | 40 mm dia nominal bore | Metre | 168 | 558.35 | 93,802.8 |
| 114 | 50 mm dia nominal bore | Metre | 318 | 654.2 | 2,08,035.6 |
| 115 | 80 mm dia nominal bore | Metre | 168 | 919.1 | 1,54,408.8 |
| 116 | 25 to 40 mm nominal bore | Each | 7 | 757.1 | 5,299.7 |
| 117 | 50 to 80 mm nominal bore | Each | 5 | 1,513.7 | 7,568.5 |
| 118 | 15 mm nominal bore | Each | 37 | 303.85 | 11,242.45 |
| 119 | 15 mm nominal bore | Each | 18 | 303.85 | 5,469.3 |
| 120 | 25 mm nominal bore | Each | 23 | 532.35 | 12,244.05 |
| 121 | 20 mm nominal bore | Each | 15 | 461.75 | 6,926.25 |
| 122 | 40 mm nominal bore | Each | 6 | 707.3 | 4,243.8 |
| 123 | 50 mm nominal bore | Each | 11 | 878.25 | 9,660.75 |
| 124 | 20 mm nominal bore | Each | 10 | 397.45 | 3,974.5 |
| 125 | 100 mm diameter | Each | 4 | 166.35 | 665.4 |
| 126 | 15 mm nominal bore | Each | 19 | 262.3 | 4,983.7 |
| 127 | 20 mm nominal bore | Each | 29 | 289.05 | 8,382.45 |
| 128 | 25 mm nominal bore | Each | 32 | 369.35 | 11,819.2 |
| 129 | 32 mm nominal bore | Each | 13 | 409.45 | 5,322.85 |
| 130 | 40 mm nominal bore | Each | 7 | 523.2 | 3,662.4 |
| 131 | 50 mm nominal bore | Each | 11 | 706.7 | 7,773.7 |
| 132 | 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. | Litre 12000 | — | 9.7 | 1,16,400 |
| 133 | 15 mm nominal bore | Each | 6 | 715.05 | 4,290.3 |
| 134 | 50 mm dia | Each | 2 | 5,171.75 | 10,343.5 |
| 135 | 150 mm dia. R.C.C. pipe | Metre | 19 | 493.1 | 9,368.9 |
| 136 | 250 mm dia. R.C.C. pipe | Metre | 19 | 811.15 | 15,411.85 |
| 137 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 248 | 433.95 | 1,07,619.6 |
| 138 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 225 | 531.8 | 1,19,655 |
| 139 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,019.8 | 40,792 |
| 140 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 54 | 1,325.55 | 71,579.7 |
| 141 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 9 | 2,448.85 | 22,039.65 |
| 142 | Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) | Kg | 29 | 635.6 | 18,432.4 |
| 143 | Upto 5mm depth and 5 mm width | Metre | 188 | 85.25 | 16,027 |
| Schedule total | ₹2,54,27,581.27 | ||||
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