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Tender Value
₹4.4 Cr
EMD Value
₹8.9 L
Closing Date
10 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/III
20 conditions · 2 needing a document upload
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-XIVA, of STD/June/22 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 as under (Document in support of Technical Eligibility Criteria should be submitted/uploaded as per Anneuxre-V of tender document) :
(a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
(b)(i) 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
Note for para 1.2 above: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
(b) (ii) 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.
Note for Standard Technical Criteria: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work 1.4.1 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.
(b)(iii) 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
Defination of Similar Work :- Any Civil Engineering works.
47 conditions · 11 needing a document upload
" No post tender correspondence will be done with the participant tenderer(s) for deficient credentials noted during scrutiny of tender/offer nor any credential will be accepted after opening of the tender and the offer shall be decided on the basis of submitted/Credentials downloaded with offer only"
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 shallbe 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
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 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
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.
Tender form (First Sheet) as per 'Annexure-I'
Firm details as per 'Annexure-II'
Self attested copy of Permanent Account Number (PAN) issued by Income Tax Department.
Documents to be submitted by tenderer as per status of their firms. These documents are listed below-
For Sole Proprietorship firm:- (i) Affidavit as per 'Annexure -X'. (ii)Special power of Attorney as per proforma given in 'Annexure-XI' to be submitted by sole proprietor firm duly notarized.(Not required if tender documents are submitted by proprietor himself) (iii) An undertaking that he is not blacklisted or debarred by Railways or any other Ministry/Department of Govt. of India from Participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was/is a partner/member concealment/wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Condition s of Contract. (iv) All documents in terms of explanatory notes in clause 22 of STD/June/22.
For Partnership firm- (i)A notarized copy of partnership deed. (ii)A notarized or registered copy of special Power of Attorney (duly registered as per prevailing law) in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm as per proforma given in Annxure-XII (Not required if one or more partners are authorized in Parternership deed to sign on behalf of 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 / any State Govt. 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)The tenderer shall submit documents as mentioned in clause 23.10 of the Tender Form (Second Sheet) of STD/June/22
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 Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which HUF was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iii) All other documents in terms of explanatory notes in clause 22 of STD/June/22.
Company registered under Companies Act-2013: The tenderer shall submit :- (i) the copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) 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, as per proforma given in Annexure-XIII' (iii) A copy of Certificate of incorporation (iv) An under taking the Company 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 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 explanatory notes in clause 22 of STD/June/22.
LLP (Limited Liability Partnership) Firm: If the tender is submitted on behalf of a LLP registered under LLP Act-2008, the tenderer shall submit alongwith the tender- (i) a copy of LLP Agreement, (ii) a copy of Certificate of Incorporation; and (iii) a copy of Power of Attorney/Authorisation 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 explanatory notes in clause 22 of STD/June/22.
Registered Society & Registered Trust: The tenderer shall submit:- (i) a copy of the Certificate of Registration, (ii) A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) A copy of Rules & Regulations of the Society. (v) All other documents in terms of explanatory notes in clause 22 of STD/June/22.
As per Railway Board letter No.2022/CE-I/CT/GCC correspondence dated 14.05.2024 on IREPS Module, a facility has already been created for online submission of Annexure-III (Annexure-V of GCC/2022) However, in addition to Annexure-III (Annexure-V of GCC/2022), in case of other than Company/Proprietary firm, Annexure-III(A) shall also be submitted by the each member of a Partnership Firm/joint Venture (JV)/ Hindu Undivided Family/(HUH/Limited Liability Partnership (LLP)etc, as the case may be. Non submission of above certificate(s) 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 is qualifying the Qualifying Criteria mentioned in the Tender documents.
BID Security (Bank Guarantee Bond from)-Annexure-XXII, The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e excluding the last date of submission of bids).
(A) Upgradation of Officer Rest House at Darjeeling in Katihar Division (Old Building) (B) Upgradation of Officer Rest House at Darjeeling in Katihar Division (New Building)
02-KIR-Engg-23-2026
02-KIR-Engg-23-2026
Open
Works - General
10 Months
Katihar, Bihar
₹0
₹8.9 L
10 Jul 2026
16 Jun 2026
26 Jun 2026
358 items across 6 schedules · ₹73,96,495.36 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 8 | 260.3 | 2,082.4 |
| 2 | 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 | 8 | 196 | 1,568 |
| 3 | 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 | 12 | 700.5 | 8,406 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2 | 2,123.75 | 4,247.5 |
| 5 | All kinds of soil | Sqm | 22 | 34.15 | 751.3 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 40 | 17.6 | 704 |
| 7 | 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 | 25 | 7,878.5 | 1,96,962.5 |
| 8 | 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 | 15 | 7,294.7 | 1,09,420.5 |
| 9 | Foundations, footings, bases for columns | Sqm | 90 | 392.15 | 35,293.5 |
| 10 | 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 | 12 | 9,045.75 | 1,08,549 |
| 11 | 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 | 18 | 10,852.95 | 1,95,353.1 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 18 | 392.15 | 7,058.7 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 20 | 927.25 | 18,545 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 50 | 736.4 | 36,820 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 60 | 961.3 | 57,678 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 16 | 951.1 | 15,217.6 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1400 | 107.85 | 1,50,990 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2200 | 107.85 | 2,37,270 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 6 | 9,344.35 | 56,066.1 |
| 20 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 24 | 1,123.8 | 26,971.2 |
| 21 | Area of slab over 0.50 sqm | Sqm | 120 | 5,136.3 | 6,16,356 |
| 22 | 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 | 200 | 1,267.95 | 2,53,590 |
| 23 | Sal wood | cum | 1.5 | 1,16,520.3 | 1,74,780.45 |
| 24 | Sal wood | cum | 2 | 1,04,754.35 | 2,09,508.7 |
| 25 | 35 mm thick shutters | Sqm | 10 | 4,111.95 | 41,119.5 |
| 26 | 35 mm thick | Sqm | 5 | 4,940.2 | 24,701 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 3,473.85 | 27,790.8 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,167.95 | 63,359 |
| 29 | Second class teak wood | Sqm | 20 | 4,326.8 | 86,536 |
| 30 | 25 mm dia | Metre | 80 | 525.55 | 42,044 |
| 31 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 800 | 238.35 | 1,90,680 |
| 32 | 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 | 8 | 228.85 | 1,830.8 |
| 33 | 100x58x1.90 mm | Each | 32 | 45 | 1,440 |
| 34 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 35 | 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 | 4 | 854.65 | 3,418.6 |
| 36 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 4 | 1,183.3 | 4,733.2 |
| 37 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 38 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 4 | 1,124.85 | 4,499.4 |
| 39 | 150x10 mm | Each | 20 | 82.55 | 1,651 |
| 40 | 125 mm | Each | 20 | 66.25 | 1,325 |
| 41 | Extruded section profile size 42x50 mm | Metre | 48 | 331.35 | 15,904.8 |
| 42 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 8 | 3,253.8 | 26,030.4 |
| 43 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 32 | 10,993.55 | 3,51,793.6 |
| 44 | Using R2 series with frame (39mm & above ) x (39mm & above). (Height upto 1.2 meter) | Sqm | 16 | 8,054.75 | 1,28,876 |
| 45 | Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. | Each | 8 | 231.05 | 1,848.4 |
| 46 | Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. | Each | 4 | 204 | 816 |
| 47 | Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. | Each | 8 | 115.8 | 926.4 |
| 48 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 800 | 533.25 | 4,26,600 |
| 49 | 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 | 800 | 117.35 | 93,880 |
| 50 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 8 | 11,439.6 | 91,516.8 |
| 51 | Hot finished seamless type tubes | Kg | 7500 | 206.35 | 15,47,625 |
| 52 | 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 | 8 | 226 | 1,808 |
| 53 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 800 | 172.6 | 1,38,080 |
| 54 | 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 | 1950 | 772.4 | 15,06,180 |
| 55 | 1:6 (1cement : 6 coarse sand) | Sqm | 25 | 965.55 | 24,138.75 |
| 56 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 4.5 | 8,595.15 | 38,678.18 |
| 57 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 58 | Second class teak wood | Sqm | 120 | 4,508.95 | 5,41,074 |
| 59 | Size of Tile 600 x 1200 mm | Sqm | 200 | 1,577.15 | 3,15,430 |
| 60 | Size of Tile 1200 x 1200 mm | Sqm | 250 | 2,838.5 | 7,09,625 |
| 61 | Size of Tile 600x600 mm | Sqm | 500 | 1,893.9 | 9,46,950 |
| 62 | Size of Tile 600x600 mm | Sqm | 500 | 309.05 | 1,54,525 |
| 63 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 4,481.3 | 4,48,130 |
| 64 | 75 mm diameter | Metre | 12 | 248.8 | 2,985.6 |
| 65 | 110 mm diameter | Metre | 20 | 377.4 | 7,548 |
| 66 | 75 mm bend | Each | 8 | 105.9 | 847.2 |
| 67 | 110 mm bend | Each | 8 | 150.35 | 1,202.8 |
| 68 | 75 mm Shoe | Each | 8 | 93.1 | 744.8 |
| 69 | 110 mm Shoe | Each | 4 | 131.85 | 527.4 |
| 70 | 75 mm | Each | 20 | 369.85 | 7,397 |
| 71 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 72 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 800 | 1,529.1 | 12,23,280 |
| 73 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 200 | 738.65 | 1,47,730 |
| 74 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 75 | Gutter (600 mm over all girth) | Metre | 40 | 1,313.7 | 52,548 |
| 76 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 347.05 | 69,410 |
| 77 | 1:4 (1 cement: 4 fine sand) | Sqm | 25 | 399.45 | 9,986.25 |
| 78 | 1:4 (1 cement: 4 fine sand) | Sqm | 16 | 471.35 | 7,541.6 |
| 79 | 1:4 (1 cement: 4 fine sand) | Sqm | 80 | 425.55 | 34,044 |
| 80 | 1:3 (1 cement : 3 fine sand) | Sqm | 60 | 300.45 | 18,027 |
| 81 | Neat cement punning. | Sqm | 50 | 79.95 | 3,997.5 |
| 82 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 350 | 262.7 | 91,945 |
| 83 | 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 | 350 | 185.65 | 64,977.5 |
| 84 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 500 | 160.6 | 80,300 |
| 85 | 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 | 120 | 176.25 | 21,150 |
| 86 | 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 | 120 | 170.7 | 20,484 |
| 87 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 300 | 74.65 | 22,395 |
| 88 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 89 | One or more coats on old work | Sqm | 200 | 224.8 | 44,960 |
| 90 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 12 | 2,434.25 | 29,211 |
| 91 | Of area 3 sq. metres and below | Each | 4 | 367.2 | 1,468.8 |
| 92 | Of area 3 sq. metres and below | Each | 6 | 143.5 | 861 |
| 93 | Of sectional area 40 square centimetres and above | cum | 5 | 4,459.1 | 22,295.5 |
| 94 | G.S. Sheet | Sqm | 300 | 164.95 | 49,485 |
| 95 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 100 | 54.65 | 5,465 |
| 96 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 100 | 1,091.5 | 1,09,150 |
| 97 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 98 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 99 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,648.85 | 5,297.7 |
| 100 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,683.35 | 3,366.7 |
| 101 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 349.15 | 698.3 |
| 102 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 8 | 6,940.75 | 55,526 |
| 103 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 104 | 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 | 5 | 1,607.95 | 8,039.75 |
| 105 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 5 | 1,083.5 | 5,417.5 |
| 106 | C.P. brass | Each | 5 | 803.7 | 4,018.5 |
| 107 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,151.9 | 23,038 |
| 108 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,044.75 | 20,895 |
| 109 | Sand cast iron S&S as per IS - 1729 | Each | 4 | 598.5 | 2,394 |
| 110 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 6 | 708.95 | 4,253.7 |
| 111 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 100 | 477.85 | 47,785 |
| 112 | 15 mm nominal dia Pipes | Metre | 200 | 286.8 | 57,360 |
| 113 | 25 mm nominal dia Pipes | Metre | 300 | 401.55 | 1,20,465 |
| 114 | 50 mm nominal dia Pipes | Metre | 400 | 934.15 | 3,73,660 |
| 115 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 116 | 15 mm nominal bore | Each | 8 | 406.85 | 3,254.8 |
| 117 | 25 mm nominal bore | Each | 7 | 464.05 | 3,248.35 |
| 118 | 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 | 4000 | 11 | 44,000 |
| 119 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 120 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 121 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 122 | 15mm nominal bore | Each | 8 | 574.3 | 4,594.4 |
| 123 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 8 | 111.45 | 891.6 |
| 124 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 2 | 2,823.85 | 5,647.7 |
| 125 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 5.2 | 5,325.9 | 27,694.68 |
| Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to | Sqm | 200 | 3,510.5 | 7,02,100 | |
| 127 | Frame size 65 x 100 mm | Metre | 50 | 1,111.3 | 55,565 |
| 128 | 35 mm thick | Sqm | 20 | 5,015.35 | 1,00,307 |
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