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Tender Value
₹32.4 Cr
EMD Value
₹17.7 L
Closing Date
17 Dec 2025, 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)
GS
16 conditions · 3 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Bid Capacity: ( Applicable ) For works costing more than 20 cr. or as prescribed by Railways through instruction/NIT issued for the work, the tenderers who meet the minimum eligibility criteria will be qualified only if their available bid capacity is equal to or more than the total bid value of the present tender. ( Click here to download Format)
49 conditions · 16 needing a document upload
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 following documents should be specified for submission along with tender:
Please submit bank details of the firm individual JV/partnership etc. i.e. name of the bank along with bank branch code, account number, IFSC code, PAN number and other necessary & relevant documents.
List of completed works being submitted for fulfilment of eligibility criteria for similar nature of work must give description of work,, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, date of actual start, actual date of completion and final vaule of contract at the time of bill finalisation should also be given.
Letter of credit as mode of payment in works tenders or service tenders is available. If is an option for the contractor to take payment from Railways through a letter of credit (LC) arrangement. The details letter of credit as annexure B is available at document section
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF 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 submit the tender, sign the agreement, receive money, co-ordinate measurements through contractor's authorized engineer, witness measurements, sign measurement books, compromise, settle, relinquish any claim(s) preferred by the firm and sign "No Claim Certificate" and refer all or any disputes to arbitration.
The above power of attorney shall be submitted even if such specific person is authorized for above purposes through partnership deed / Memorandum of Understanding / Article of Association or such other document, failing which tender is liable to be rejected.
Documents to be Submitted Along with Tender (i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) Following documents shall be submitted by the tenderer
Following documents shall be submitted by the tenderer in case of Sole Proprietorship Firm: (i) All documents in terms of Para 10 of the Tender Form (Second Sheet of GCC-2022).
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) All other documents in terms of Para 10 of the Tender Form (Second Sheet of GCC- 2022).
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 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 of GCC-2022).
Following documents shall be submitted by the tenderer in case of 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 of GCC-2022).
The tenderer shall clearly specify that the tender is submitted on behalf of a partnership firm. 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 with the 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 the Tender Form (Second Sheet of GCC2022).
Following documents shall be submitted by the tenderer in case of 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 the Tender Form (Second Sheet of GCC-2022).
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the Railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the Railway there under.
In case of any information submitted by tenderer is found to be false, forged or incorrect after the award of contract, the contract shall be terminated. Bid Security, Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto five years.
The following documents should be specified for submission along with tender:
List of Personnel, Organization available on hand and proposed to be engaged for the subject work.
List of plant Machinery available on hand own and proposed to be inducted own hired to be given separately for the subject work.
List of works on hand indicating description of work, contract value, and approximate value of balance work yet to be done and date of award.
Bid Security : (1) (a) The tenderer shall be required to submit the Bid Security with the tender for the due performance with the stipulation to keep the offer open till such date as specified in the tender, under the conditions of tender. The Bid Security shall be as under: (a) For works estimated to cost up to 1 crore - 2% of the estimated cost of the work (b)For works estimated to cost more than 1 crore - 2 lakh plus ½% (half percent) of the excess of the estimated cost of work beyond 1 crore subject to a maximum of 1 crore Note: (i) The Bid Security shall be rounded off to the nearest 100. This Bid Security shall be applicable for all modes of tendering. (ii) Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security detailed above. (iii) Labour Cooperative Societies shall submit only 50% of above Bid Security detailed above. (b) It shall be understood that the tender documents have been issued to the tenderer and the tenderer is permitted to tender in consideration of stipulation on his part, that after submitting his tender he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to the Engineer. Should the tenderer fail to observe or comply with the said stipulation, the aforesaid amount shall be liable to be forfeited to the Railway. (c) If his tender is accepted, this Bid Security mentioned in sub para (a) above will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract. The Bid Security of other Tenderers shall, save as herein before provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation that may happen thereto while in their possession, nor be liable to pay interest thereon. (2) The Bid Security shall be deposited either in cash through e-payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VIA and shall be valid for a period of 90days beyond the bid validity period.
(3) In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days of deadline of submission of bids. iii. Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the officer and address as mentioned in the tender document. viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The information should only be submitted in these standard formats.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Taxes as per GST (1st july2017), Royalty etc. will be recovered as per extant instruction on the subject.
Note for Commercial compliance :-
In case of items 3 and 11 of Commercial Compliance, supportive documents/certificates from the organizations with whom they worked/are working should be enclosed.
Certificates from private individuals for whom such works are executed being executed is not acceptable.
For Standard Financial criteria and Standard Technical criteria - Tenderers are required to submitted authenticated certificate along with the tenders from officers of government or semi- government/public sector undertakings under whom the work has been executed indicating there in the name of work executed, value of works/payment details and period during which completed. Such certificates should have signature and seal of the concerned officer. In the absence of such certificate the tender may not be considered.
BOOKS OF REFERENCE: These tender documents are to be read with the followings books with versions updated/corrected/modified up to the date of tender opening: 1) Standard General Conditions of Contract April 2022 as amended by updated correction slips termed GCC 2022. 2) East Central Railway USSOR-21 as amended by updated correction slips. 3)E.C.Railway Engineering department unified standard schedule or rates 2021 as amended by updated correction slips (termed USSOR/DSR, 2021) up to the date of tender dropping. 4) Standard specifications contained in Indian Railways Hand Book Specifications (works and materials)2010. These four books are where-in-after called the "Books of reference" and shall govern this tender as well as the contract resulting from the acceptance from this tender, to the extent that these contents do not conflict with the contains of the various chapters of these documents.
Tenderer are advised to visit the site of work to ascertain all respect of the site condition viz accessibility, availability of approach road, nature of the soil, availability of material availably of labor etc. that may be encountered in course of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening (inclusive) as there will not be any separate communication for that.
The contractor shall observe all the formalities perform all the acts and abide by all the provision contained in the contract labour act-1970 and contract labor central rule , 1971 which in addition to other stipulations provided that the contractors shall obtained license from appropriate licensing officer of the area before commencement of the work and shall produced a copy thereof along with the original to the railway office, which will be returned to the contractor after variation.
If any complaint is received against the contractor regarding violation of contract laws( exposing principal employee to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure apart from initiating criminal proceeding against him with the help of labour department officials.(Authority : RB letter No. 2008/(LI)E/AT/CNR/3, dated: 24.01.2018)
It is responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRSGCC-2022( Works Matter) uploaded for reference only. Any correction issued by competent authority up to date of opening will be applicable. Tender should quote accordingly.
Though no minimum eligibility criteria is specified for tender value upto Rs. 50 Lakhs, tenderers are advised to upload documents so their financial capacity, capability & past performance to execute the tendered work can be adjudged during evaluation of their offer. Documents testifying tenderer previous experiences for the type of job for which tender is invited with list of works carried out in the past and financial status should be produced along with the tender.
It is to be noted that tenderer digital signature on the E-tender form will be considered as confirmation that tenderer have read and accepted all the condition laid down in the documents as well as related specification of items, schedule & quantity of items in the tender, considering of techno-commercial offer form (including special condition attached to E-tender) and financial offer form, unless specific deviation is quoted in the techno- commercial offer form.
The tenderer has to submit necessary document in compliance of clause 10 to 18 (Part-II) of IRSGCC 2022(Works Matter) mandatorily, otherwise offer will be considered as incomplete offer and accordingly shall not be considered.
In reference to Sl No.2 above, any changes in rate of taxes or any new tax of cess on works contract will be dealt according to Clause 37 of IRSGCC-2022 Works Matter.
JOINT VENTURE will be permitted for this tender.
Any conditional offer will be summarily rejected.
Improvement of PF surface of PF No. 2-3 and passenger amenities like canopy, PP shelter, skywalk connecting to FOB etc. in connection with Amrit Bharat Station at ARA.
GSETender02OpenDNR25-26~ECR
GSETender02OpenDNR25-26
Open
Works - General
12 Months
Patna, Bihar
₹0
₹17.7 L
17 Dec 2025
24 Nov 2025
3 Dec 2025
166 items across 2 schedules · ₹41,78,055 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 600 | 205.45 | 1,23,270 |
| 2 | 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 | 600 | 253.95 | 1,52,370 |
| 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 | 2500 | 368.65 | 9,21,625 |
| 4 | All kinds of soil | cum | 600 | 104.5 | 62,700 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 3000 | 2,161.2 | 64,83,600 |
| 6 | All kinds of soil | Sqm | 4000 | 28.15 | 1,12,600 |
| 7 | 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 | 600 | 14.5 | 8,700 |
| 8 | 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 | 2000 | 7,783.65 | 1,55,67,300 |
| 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 | 650 | 7,365.15 | 47,87,347.5 |
| 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 | 50 | 6,833.4 | 3,41,670 |
| 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 | 550 | 9,793.75 | 53,86,562.5 |
| 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 | 2700 | 8,130.65 | 2,19,52,755 |
| 13 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 2000 | 8,387.15 | 1,67,74,300 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2500 | 307.95 | 7,69,875 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1400 | 669.55 | 9,37,370 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3000 | 766.55 | 22,99,650 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1700 | 608.35 | 10,34,195 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2700 | 804.25 | 21,71,475 |
| 19 | Stairs, (excluding landings) except spiral- staircases | Sqm | 1700 | 657.75 | 11,18,175 |
| 20 | Under 20 cm wide | Metre | 550 | 181.9 | 1,00,045 |
| 21 | Cornices and mouldings | Sqm | 250 | 769.3 | 1,92,325 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 1550 | 814.95 | 12,63,172.5 |
| 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 | 550 | 9,673.5 | 53,20,425 |
| 24 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 70 | 15,777.4 | 11,04,418 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 120000 | 89.65 | 1,07,58,000 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 60000 | 89.65 | 53,79,000 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 700 | 8,683.8 | 60,78,660 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1100 | 10,306.2 | 1,13,36,820 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 6875 | 688.45 | 47,33,093.75 |
| 30 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 2000 | 6,882 | 1,37,64,000 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1400 | 6,658.25 | 93,21,550 |
| 32 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 800 | 8,512.1 | 68,09,680 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 600 | 8,288.35 | 49,73,010 |
| 34 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 4000 | 837.85 | 33,51,400 |
| 35 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 3500 | 1,018.05 | 35,63,175 |
| 36 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 50 | 8,890.8 | 4,44,540 |
| 37 | Providing and laying Autoclaved Aerated concrete blocks (AAC) masonry 150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). | cum | 700 | 6,994.15 | 48,95,905 |
| 38 | Area of slab over 0.50 sqm | Sqm | 1050 | 3,301.45 | 34,66,522.5 |
| 39 | Granite work | Metre | 850 | 418.85 | 3,56,022.5 |
| 40 | Each | 100 | 808.15 | 80,815 | |
| 41 | Fastener with threaded dia 10 mm | Each | 600 | 33.8 | 20,280 |
| 42 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 3000 | 1,063.45 | 31,90,350 |
| 43 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 1500 | 4,474.2 | 67,11,300 |
| 44 | Second class teak wood | cum | 20 | 1,31,576.95 | 26,31,539 |
| 45 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 800 | 2,231.2 | 17,84,960 |
| 46 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 100 | 1,521.6 | 1,52,160 |
| 47 | 18 mm thick | Sqm | 200 | 1,089.3 | 2,17,860 |
| 48 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 280 | 3,086.1 | 8,64,108 |
| 49 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 440 | 2,818.5 | 12,40,140 |
| 50 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 200 | 401.4 | 80,280 |
| 51 | 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 20mm nominal size). | Each | 150 | 194.35 | 29,152.5 |
| 52 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 50 | 856.3 | 42,815 |
| 53 | 125x75x4 mm | Each | 600 | 138.55 | 83,130 |
| 54 | 300x16 mm | Each | 600 | 260.3 | 1,56,180 |
| 55 | 250x16 mm | Each | 150 | 234.9 | 35,235 |
| 56 | 250x10 mm | Each | 400 | 104.4 | 41,760 |
| 57 | 150x10 mm | Each | 600 | 75.55 | 45,330 |
| 58 | 125 mm | Each | 600 | 60.05 | 36,030 |
| 59 | Twin rubber stopper | Each | 600 | 62.25 | 37,350 |
| 60 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 600 | 408.25 | 2,44,950 |
| 61 | 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 | 500 | 462.25 | 2,31,125 |
| 62 | Decorative finish (wood grained finish) | Sqm | 300 | 4,018.4 | 12,05,520 |
| 63 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 750 | 10,030.3 | 75,22,725 |
| 64 | 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 | 50000 | 93.05 | 46,52,500 |
| 65 | 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 | 550000 | 111.95 | 6,15,72,500 |
| 66 | Hot finished welded type tubes | Kg | 10000 | 154.9 | 15,49,000 |
| 67 | Hot finished seamless type tubes | Kg | 101000 | 168.95 | 1,70,63,950 |
| 68 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 4 | 185.2 | 740.8 |
| 69 | Providing and fixing bolts including nuts and washers complete. | Kg | 9500 | 140.15 | 13,31,425 |
| 70 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 150 | 102.25 | 15,337.5 |
| 71 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 43000 | 142.3 | 61,18,900 |
| 72 | 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 | 13000 | 612.25 | 79,59,250 |
| 73 | 18 mm thick | Sqm | 5300 | 570.75 | 30,24,975 |
| 74 | Light shade pigment using white cement | Sqm | 3200 | 1,233.05 | 39,45,760 |
| 75 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 1250 | 935.6 | 11,69,500 |
| 76 | Size of Tile 800x800 mm | Sqm | 300 | 1,879.95 | 5,63,985 |
| 77 | Size of Tile 600 x 600 mm | Sqm | 4500 | 1,359.2 | 61,16,400 |
| 78 | Size of Tile 600 x 600 mm | Sqm | 2000 | 1,311.05 | 26,22,100 |
| 79 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick local sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. | Sqm | 100 | 1,613 | 1,61,300 |
| 80 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 6000 | 2,589.9 | 1,55,39,400 |
| 81 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 3000 | 3,908.8 | 1,17,26,400 |
| 82 | 12 mm thick | Sqm | 3500 | 810.9 | 28,38,150 |
| 83 | 110 mm diameter | Metre | 600 | 319.75 | 1,91,850 |
| 84 | 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 | 15000 | 671.55 | 1,00,73,250 |
| 85 | Ridges plain (500 - 600mm) | Metre | 2800 | 450.6 | 12,61,680 |
| 86 | Gutter (600 mm over all girth) | Metre | 2200 | 1,110.6 | 24,43,320 |
| 87 | GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 200 | 1,871.8 | 3,74,360 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 14000 | 282 | 39,48,000 |
| 89 | 1:4 (1 cement: 4 coarse sand) | Sqm | 4000 | 307.25 | 12,29,000 |
| 90 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2000 | 354.5 | 7,09,000 |
| 91 | 1:3 (1 cement : 3 fine sand) | Sqm | 2000 | 253.05 | 5,06,100 |
| 92 | Neat cement punning. | Sqm | 1000 | 67.8 | 67,800 |
| 93 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 11000 | 214.3 | 23,57,300 |
| 94 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 5000 | 162.55 | 8,12,750 |
| 95 | Water thinnable cement primer | Sqm | 10000 | 64.45 | 6,44,500 |
| 96 | 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 | 10000 | 158.95 | 15,89,500 |
| 97 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 500 | 61.45 | 30,725 |
| 98 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 1100 | 55.5 | 61,050 |
| 99 | Two or more coats on new work | Sqm | 3200 | 131.45 | 4,20,640 |
| 100 | Two or more coats on new work | Sqm | 4000 | 121.45 | 4,85,800 |
| 101 | Two coats | Sqm | 6000 | 116.05 | 6,96,300 |
| 102 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 1000 | 2,007.1 | 20,07,100 |
| 103 | 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 | 200 | 2,928.1 | 5,85,620 |
| 104 | In cement mortar | cum | 1000 | 1,698.45 | 16,98,450 |
| 105 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 1800 | 219.35 | 3,94,830 |
| 106 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 2000 | 607.2 | 12,14,400 |
| 107 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | Each | 100 | 2,712.2 | 2,71,220 |
| 108 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 1500 | 8,277.55 | 1,24,16,325 |
| 109 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 1000 | 1,719 | 17,19,000 |
| 110 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 400 | 932.35 | 3,72,940 |
| 111 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 40 | 5,781.35 | 2,31,254 |
| 112 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 5,540.55 | 1,10,811 |
| 113 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 40 | 5,268.85 | 2,10,754 |
| 114 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 20 | 1,913.75 | 38,275 |
| 115 | 32 mm dia | Each | 200 | 104.35 | 20,870 |
| 116 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 100 | 45.25 | 4,525 |
| 117 | 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 | 120 | 1,411.15 | 1,69,338 |
| 118 | Rectangular shape 1500x450 mm | Each | 40 | 1,817.2 | 72,688 |
| 119 | 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 | 120 | 942.15 | 1,13,058 |
| 120 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 40 | 1,018.05 | 40,722 |
| 121 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 600 | 1,077.4 | 6,46,440 |
| 122 | Sand cast iron S&S as per IS - 3989 | Each | 40 | 298.2 | 11,928 |
| 123 | Sand cast iron S&S as per IS - 3989 | Each | 240 | 439.75 | 1,05,540 |
| 124 | Sand cast iron S&S as per IS - 3989 | Each | 16 | 405.25 | 6,484 |
| 125 | Sand cast iron S&S as per IS: 3989 | Each | 120 | 1,604.1 | 1,92,492 |
| 126 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 1,671 | 16,710 |
| 127 | 20 mm nominal dia Pipes | Metre | 800 | 325.1 | 2,60,080 |
| 128 | 25 mm nominal dia Pipes | Metre | 2200 | 408.55 | 8,98,810 |
| 129 | 32 mm nominal dia Pipes | Metre | 500 | 500.95 | 2,50,475 |
| 130 | 15 mm dia nominal bore | Metre | 700 | 304.15 | 2,12,905 |
| 131 | 25 mm dia nominal bore | Metre | 500 | 491.2 | 2,45,600 |
| 132 | 40 mm dia nominal bore | Metre | 500 | 725.15 | 3,62,575 |
| 133 | 15 mm dia nominal bore | Metre | 600 | 485.2 | 2,91,120 |
| 134 | 20 mm dia nominal bore | Metre | 250 | 541.1 | 1,35,275 |
| 135 | 15 mm dia nominal bore | Metre | 600 | 267.5 | 1,60,500 |
| 136 | 20 mm dia nominal bore | Metre | 275 | 315.35 | 86,721.25 |
| 137 | 25 mm dia nominal bore | Metre | 600 | 417.95 | 2,50,770 |
| 138 | 40 mm dia nominal bore | Metre | 1050 | 558.35 | 5,86,267.5 |
| 139 | 50 mm dia nominal bore | Metre | 1050 | 654.2 | 6,86,910 |
| 140 | 25 to 40 mm nominal bore | Each | 30 | 757.1 | 22,713 |
| 141 | 50 to 80 mm nominal bore | Each | 13 | 1,513.7 | 19,678.1 |
| 142 | 25 mm nominal bore | Each | 60 | 532.35 | 31,941 |
| 143 | 20 mm nominal bore | Each | 20 | 461.75 | 9,235 |
| 144 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 145 | 15 mm nominal bore | Each | 15 | 348.85 | 5,232.75 |
| 146 | 20 mm nominal bore | Each | 30 | 397.45 | 11,923.5 |
| 147 | 25 mm nominal bore | Each | 55 | 399.15 | 21,953.25 |
| 148 | 15 mm nominal bore | Each | 200 | 85.2 | 17,040 |
| 149 | 100 mm diameter | Each | 60 | 166.35 | 9,981 |
| 150 | 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 | 40000 | 9.7 | 3,88,000 |
| 151 | 15 mm nominal bore | Each | 100 | 434.2 | 43,420 |
| 152 | 15 mm nominal bore | Each | 500 | 715.05 | 3,57,525 |
| 153 | 15 mm nominal bore | Each | 100 | 594.75 | 59,475 |
| 154 | 15mm nominal bore | Each | 200 | 500.35 | 1,00,070 |
| 155 | 600 mm dia piles | Metre | 500 | 3,060.1 | 15,30,050 |
| 156 | 300 mm dia piles | Metre | 250 | 2,560.9 | 6,40,225 |
| 157 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 13000 | 466.3 | 60,61,900 |
| 158 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 1250 | 1,496.15 | 18,70,187.5 |
| 159 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 7000 | 674.6 | 47,22,200 |
| 160 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge. | Each | 3000 | 70.95 | 2,12,850 |
| 161 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. | Sqm | 1200 | 4,013.35 | 48,16,020 |
| 162 | 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 be paid separately). | Sqm | 600 | 4,540.7 | 27,24,420 |
| 163 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 2000 | 370.45 | 7,40,900 |
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