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Tender Value
₹17.4 Cr
EMD Value
₹10.2 L
Closing Date
23 Jan 2026, 12:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DEN4
15 conditions · 3 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.
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 pre- defined 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:- Any Civil Engineering Works.
11 conditions · 7 needing a document upload
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 / joint venture (JV) / 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.
(a) 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 / HUF etc. as the case may be. Following documents shall be submitted by the tenderer: - (b) Following documents shall be submitted by the tenderer in case of Sole Proprietorship Firm; (i) An undertaking that he is not blacklisted or debarred by Railway or any other Ministry/ Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was /is a partner/member. Concealment /wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (ii) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC-2022. (c) Following documents shall be submitted by the tenderer in case of 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) An undertaking that the HUF is not blacklisted or debarred by Railway or any other Ministry /Department f Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member f the partnership firm or JV in which HUF was / is a partner/member. Concealment/wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iii) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC-2022. (d) Following documents shall be submitted by the tenderer in case of 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 Board of Directors) in favour of the individual to sing the tender on behalf of the company and create liability against the company. (iv) An undertaking that the Company is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which the Company was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC-2022. Society/Trust. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC-2022.
(e) Following documents shall be submitted by the tenderer in case of LLP (Limited Liability Partnership): If the tender is submitted on behalf of a LLP registered under LLP Act-2008, the tenderer shall submit along with the tender: (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 that the LLP 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 JV in which the LLP was / is a member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 6 2 o f t h e General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC2022. (f) Following documents shall be submitted by the tenderer in case of Partnership Firm: The tenderer shall clearly specify that the tender is submitted on behalf of a partnership firm. (i) A notarized copy of partnership deed. (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 opening of bids, either in their individual capacity or in any firm in which they were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC-2022 and clause 18 of GCC-2022. (g) Following documents shall be submitted by the tenderer in case of Registered Society & Registered Trust (i) A copy of the Certificate of Registration (ii) A copy of Deed of Formation (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) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of GCC-2022
An undertaking that the Proprietary firm /Partnership firm/Company /Joint venture (JV) Registered society /Registered Trust /HUF/LLP etc. He is not blacklisted or debarred by Railway or any other Ministry/Department of Gov. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of JV in which the LLP was / is a member .Concealment/ wrong information in determination under Clause 62 of the General Conditions of Contract. For detail refer para 5 & 5.1 as above and GCC-2022 .
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.
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.
Improvement of Goods shed & Provision of PC measures at Krishnashilla, Singrauli (Spur line no.10) & MLMD goods sheds in DHN Division.
275-DHN-2025-26~ECR
275-DHN-2025-26
Open
Works - General
18 Months
Dhanbad, Jharkhand
₹0
₹10.2 L
23 Jan 2026
31 Dec 2025
9 Jan 2026
149 items across 3 schedules · ₹4,14,03,387.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 1000 | 187.24 | 1,87,240 |
| 2 | All kinds of soil | cum | 12000 | 205.45 | 24,65,400 |
| 3 | Ordinary rock | cum | 9500 | 412.95 | 39,23,025 |
| 4 | Hard rock (blasting prohibited) | cum | 600 | 1,184.3 | 7,10,580 |
| 5 | All kinds of soil. | cum | 6390 | 286.85 | 18,32,971.5 |
| 6 | Ordinary rock | cum | 1200 | 523.5 | 6,28,200 |
| 7 | Hard rock (blasting prohibited) | cum | 650 | 1,258.6 | 8,18,090 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 504 | 2,161.2 | 10,89,244.8 |
| 9 | All kinds of soil | Sqm | 3000 | 28.15 | 84,450 |
| 10 | 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 | 1151 | 7,365.15 | 84,77,287.65 |
| 11 | 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 | 504 | 6,833.4 | 34,44,033.6 |
| 12 | Foundations, footings, bases for columns | Sqm | 4500 | 307.95 | 13,85,775 |
| 13 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 425 | 8,387.15 | 35,64,538.75 |
| 14 | 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 | 1400 | 8,364.2 | 1,17,09,880 |
| 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 | 944 | 10,185.05 | 96,14,687.2 |
| 16 | cum | 16 | 10,719.3 | 1,71,508.8 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4872 | 307.95 | 15,00,332.4 |
| 18 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 10908 | 669.55 | 73,03,451.4 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 108 | 766.55 | 82,787.4 |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1370 | 608.35 | 8,33,439.5 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1554 | 804.25 | 12,49,804.5 |
| 22 | Under 20 cm wide | Metre | 10 | 181.9 | 1,819 |
| 23 | 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 | 2 | 9,673.5 | 19,347 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 115 | 688.45 | 79,171.75 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 160 | 6,882 | 11,01,120 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 89 | 6,658.25 | 5,92,584.25 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 265 | 8,288.35 | 21,96,412.75 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 100 | 1,018.05 | 1,01,805 |
| 29 | Area of slab over 0.50 sqm | Sqm | 10 | 4,425.35 | 44,253.5 |
| 30 | Granite work | Metre | 225 | 418.85 | 94,241.25 |
| 31 | 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 | 180 | 1,063.45 | 1,91,421 |
| 32 | Sal wood | cum | .75 | 1,06,720.85 | 80,040.64 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 23 | 2,818.5 | 64,825.5 |
| 34 | 125 mm | Each | 30 | 35.2 | 1,056 |
| 35 | 125x64x1.90 mm | Each | 22 | 95.5 | 2,101 |
| 36 | 250x16 mm | Each | 15 | 234.9 | 3,523.5 |
| 37 | 250x10 mm | Each | 15 | 104.4 | 1,566 |
| 38 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 15 | 462.25 | 6,933.75 |
| 39 | Non decorative finish (matt finish) | Sqm | 16 | 3,467.2 | 55,475.2 |
| 40 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (+/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in- charge. | Metre | 30 | 545.6 | 16,368 |
| 41 | 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 | 37900 | 93.05 | 35,26,595 |
| 42 | 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 | 178000 | 111.95 | 1,99,27,100 |
| 43 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 65 | 4,615.15 | 2,99,984.75 |
| 44 | 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 | 460 | 146.55 | 67,413 |
| 45 | Hot finished welded type tubes | Kg | 7850 | 154.9 | 12,15,965 |
| 46 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 6580 | 88.5 | 5,82,330 |
| 47 | Providing and fixing bolts including nuts and washers complete. | Kg | 8860 | 140.15 | 12,41,729 |
| 48 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 200 | 142.3 | 28,460 |
| 49 | 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 | 400 | 612.25 | 2,44,900 |
| 50 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 20 | 940.3 | 18,806 |
| 51 | 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 | 1000 | 733.3 | 7,33,300 |
| 52 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 10 | 545 | 5,450 |
| 53 | Light shade pigment using white cement | Sqm | 100 | 1,233.05 | 1,23,305 |
| 54 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 100 | 1,107.05 | 1,10,705 |
| 55 | Size of Tile 1000x1000 mm | Sqm | 200 | 2,551.95 | 5,10,390 |
| 56 | 150 mm diameter | Each | 30 | 328.55 | 9,856.5 |
| 57 | 110 mm diameter | Metre | 30 | 319.75 | 9,592.5 |
| 58 | 110x110x110 mm | Each | 30 | 190.75 | 5,722.5 |
| 59 | 110 mm bend | Each | 30 | 132 | 3,960 |
| 60 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 6600 | 671.55 | 44,32,230 |
| 61 | Ridges plain (500 - 600mm) | Metre | 155 | 450.6 | 69,843 |
| 62 | 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. | Sqm | 100 | 1,006.3 | 1,00,630 |
| 63 | 1:4 (1 cement: 4 fine sand) | Sqm | 160 | 294.85 | 47,176 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 282 | 5,64,000 |
| 65 | 1:4 (1 cement: 4 fine sand) | Sqm | 275 | 361.3 | 99,357.5 |
| 66 | 1:3 (1 cement : 3 fine sand) | Sqm | 550 | 253.05 | 1,39,177.5 |
| 67 | Neat cement punning. | Sqm | 4200 | 67.8 | 2,84,760 |
| 68 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2750 | 214.3 | 5,89,325 |
| 69 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2750 | 162.55 | 4,47,012.5 |
| 70 | 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 | 11000 | 158.95 | 17,48,450 |
| 71 | Two or more coats on new work | Sqm | 5000 | 131.45 | 6,57,250 |
| 72 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 4350 | 5.05 | 21,967.5 |
| 73 | Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. | Each | 5 | 255.8 | 1,279 |
| 74 | 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 earthwith lead upto 50 metres. | Sqm | 43000 | 180.5 | 77,61,500 |
| 75 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 12350 | 20.55 | 2,53,792.5 |
| 76 | 90 mm to 45 mm size stone aggregate | cum | 4000 | 1,937.6 | 77,50,400 |
| 77 | 63 mm to 45 mm size stone aggregate | cum | 4250 | 1,624.5 | 69,04,125 |
| 78 | 53 mm to 22.4 mm size stone aggregate | cum | 4250 | 1,837.25 | 78,08,312.5 |
| 79 | 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 | 10500 | 865.8 | 90,90,900 |
| 80 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 7500 | 36.6 | 2,74,500 |
| 81 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 7500 | 611.55 | 45,86,625 |
| 82 | 40 mm thick | Sqm | 7500 | 1,163.1 | 87,23,250 |
| 83 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 250 | 623.8 | 1,55,950 |
| 84 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 85 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,040.85 | 20,408.5 |
| 86 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 87 | 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 | 10 | 1,411.15 | 14,111.5 |
| 88 | 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 |
| 89 | 15 mm dia nominal bore | Metre | 90 | 485.2 | 43,668 |
| 90 | 20 mm dia nominal bore | Metre | 200 | 541.1 | 1,08,220 |
| 91 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 92 | 25 mm dia nominal bore | Metre | 900 | 417.95 | 3,76,155 |
| 93 | 32 mm dia nominal bore | Metre | 100 | 457.7 | 45,770 |
| 94 | 40 mm dia nominal bore | Metre | 700 | 558.35 | 3,90,845 |
| 95 | 50 mm dia nominal bore | Metre | 1350 | 654.2 | 8,83,170 |
| 96 | 65 mm dia nominal bore | Metre | 1000 | 768.6 | 7,68,600 |
| 97 | 80 mm dia nominal bore | Metre | 1000 | 919.1 | 9,19,100 |
| 98 | 50 to 80 mm nominal bore | Each | 5 | 1,513.7 | 7,568.5 |
| 99 | 15 mm nominal bore | Each | 20 | 303.85 | 6,077 |
| 100 | 15 mm nominal bore | Each | 30 | 303.85 | 9,115.5 |
| 101 | 25 mm nominal bore | Each | 225 | 532.35 | 1,19,778.75 |
| 102 | 20 mm nominal bore | Each | 22 | 461.75 | 10,158.5 |
| 103 | 40 mm nominal bore | Each | 13 | 707.3 | 9,194.9 |
| 104 | 50 mm nominal bore | Each | 55 | 878.25 | 48,303.75 |
| 105 | 20 mm nominal bore | Each | 14 | 397.45 | 5,564.3 |
| 106 | 100 mm diameter | Each | 14 | 166.35 | 2,328.9 |
| 107 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to IS : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. | Litre | 30000 | 9.7 | 2,91,000 |
| 108 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 433.95 | 43,395 |
| 109 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 110 | 531.8 | 58,498 |
| 110 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 55 | 1,019.8 | 56,089 |
| 111 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 10 | 7,510.75 | 75,107.5 |
| 112 | 300 mm dia | Metre | 350 | 592.05 | 2,07,217.5 |
| 113 | 300 mm dia | Metre | 350 | 690.7 | 2,41,745 |
| 114 | 200 mm nominal size dia | Metre | 350 | 951.95 | 3,33,182.5 |
| 115 | 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 | 60 | 1,302.3 | 78,138 |
| 116 | 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 | 60 | 1,309 | 78,540 |
| 117 | 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 | 3125 | 1,309 | 40,90,625 |
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