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Tender Value
₹43.4 Cr
EMD Value
₹23.2 L
Closing Date
6 Mar 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)
TENDER
14 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-B of Chapter-7 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet, otherwise the offer is liable for rejection.
(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:(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 each costing not less than the amount equal to 60% of advertised value of the tender.(b)(1) In case of 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:(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 GCC or through subcontractor fulfilling the requirements as per clause 7 of the Standard GCC 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 GCC, with prior approval of Chief Engineer in writing.(Refer Item 10.1 of Chapter-2 of Annexed Document)
Defination of Similar Work :- Any Civil Engineering works comprising of construction of framed RCC building / framed RCC or Steel structure / major bridges/Industrial sheds.
64 conditions · 9 needing a document upload
All Optional documents to be submitted before signing of Contract Agreement/or at the time of submission of Bid.
List of documents which are to be submitted by the tenderer along with their offer failing which the tender shall be summarily rejected.
If Bid Security is submitted through mode of Bank Guarantee then submission of scanned copy of the Bank Guarantee towards Bid Security of the bid on e-tendering portal (IREPS) and original of above Bank Guarantee before closing date of submission of bids (i.e. excluding the last date of submission of bids) as per Para-5 of Instructions to Tenderers (ITT) in Chapter- 2 and Para-6, Annexure-I in Chapter-2 of Annexed Document.
Technical Eligibility Criteria as per Para 10.1 & Para 17.15.1 of Chapter-2
Financial Eligibility Criteria as per Para 10.2 & 17.15.2 of Chapter-2 along with Certificate issued from Chartered Accountant.
Bid Capacity as per Para 10.3 & 17.15.3 duly filled up Annexure- G, Chapter-7 of Annexed Document.
Certificate as per the proforma enclosed vide Annexure-A and an additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be as per Annexure-A1 vide Chapter-7 of the Annexed Document.
Power of attorney duly notarized and in in favour of a single individual should be submitted. As per Para 14,15, 17 & 18 of SGCC.
List of important documents which are to be submitted by the tenderer along with their offer.
Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Certificates regarding contractual payments received, along with duly filled up Annexure-B, Chapter-7 of Annexed Document, to this effect which may be an attested Certificate from the concerned department/client or Audited Balance Sheet duly certified by the Chartered Accountant duly supported by Audited Balance Sheet.
List of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document.
List of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure- E, Chapter-7 of the Annexed Document.
Details of works completed/substantially completed during previous 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document.
All documents reflected as Mandatory in the Commercial Compliance are to be submitted other wise the offer is liable to be rejected.
The tenderer shall possess valid "Electrical Contractor's License" as per CEA regulation, 2010 OR Electrical works under the contract shall be got executed through a sub-contractor having valid "Electrical Contractor's License". An undertaking shall be submitted by the tenderer in this regard. (This document/submission may be classified as optional submission which may be submitted before execution of agreement.)
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Please submit the Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Please submit copy of Certificate as per the proforma enclosed vide Annexure-A, Chapter-7 of the Annexed Document. An additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be. Non-submission of the Certificates 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 by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
Please submit details of the constitution of Firm i.e. Proprietary Firm/Partnership Fm/HUF/JV/Company Registered under Companies Act-2013/Limited Liability Partnership/Registered Society & Registered Trust etc along with signed Annexure-C, Chapter-7 of the Annexed Document.And also submit the following mandatory supporting documents such as copies of Partnership Deed, Power of Attorney, Memorandum of Articles, Articles of Association, Authorisation, Certificate of Incorporation, Certificate of Registration, Deed of Formation, Memorandum of Understanding, JV Agreement etc as applicable under Para 14, 15, 17 & 18 of Annexure-I, Chapter-2 of Annexed Document. Important Note:-(a)The Power of Attorney duly Notarized shall be submitted even if such specific person is authorized for above purpose through Partnership Deed/Memorandum of Understanding/Article of Association or such other document. (b) In case one or more of the members of JV is/are partnership firm(s)/Proprietary Firm/HUF/Companies/LLP Firm(s)/Society(s)/Trust(s), the required documents of each individual member of JV shall be submitted along with the documents to be submitted on behalf of the JV. (c) Non- submission of above documents (except PAN Card & Undertaking regarding not blacklisted/debarred from participation of tenders/contracts) or submission of incomplete documents shall lead to summarily rejection of the offer.
Please submit copy of the PAN Card.
Please submit list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document. Non-compliance with this condition liable to result in the tender being rejected.
Please submit list of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure-E, Chapter-7 of the Annexed Document. Non- compliance with this condition liable to result in the tender being rejected.
Please submit details of works successfully completed or substantially completed during last 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document. Non-compliance with this condition is liable to result in the tender being rejected.
The tenderer(s) are required to upload the information as per Annexure-G of Chapter-7, Annexed Document duly signed by the tenderer(s) and verified by Chartered Accountant since the information is required to evaluate the bid capacity of the tenderer(s) for tenders valuing more than Rs. 20 Cr. However, the tenderer(s) may submit any additional information, if they desire so. In case, the tenderer(s) failed to submit the minimum required information as per Annexure-G of Chapter- 7 along with the offer or submit in any other format omitting required information essential to work out Bid capacity, his/their offer shall be rejected summarily. This information is to be based on Annexure-B & Annexure-G1, Chapter-7 of Annexed Document.
Please submit the required information for evaluation of Bid Capacity as per Annexure-G1, Chapter-7 of the Annexed Document.
Please submit the information regarding association of Railway Officers with tenderer(s) in reference to Clause 16, Chapter-2 of Annexed Document along with the declaration as per the format vide Annexure-H, Chapter-7 of the Annexed Document. Also non-submission of information required as per Clause 16 (a), (b) & (c) of Chapter-2 in Annexed Document, contract is liable to be dealt in accordance with provision of Clause 43 of Chapter-3 (Clause 62 of General Conditions of Contract).
Please submit list of court cases as per the format vide Annexure-I, Chapter-7 of the Annexed Document.
Please submit list of arbitration cases as per the format vide Annexure-J, Chapter-7 of the Annexed Document.
Please submit broad plan of execution of work as per the format vide Annexure-K, Chapter-7 of the Annexed Document.
Please submit details of other credentials/facilities as per the format vide Annexure-N, Chapter-7 of the Annexed Document.
Please submit your bank details i.e. Name of Bank along with Bank Branch Code, Accounts Number as appearing in the cheque book, IFSC Code and PAN Number, duly certified by the authorised official of the bank, to facilitate payment through ECS/NEFT/RTGS as per Annexure-O of Chapter-7 of Annexed Document. In lieu of Bank Certificate, scanned copy of a cancelled cheque may be attached for verification of the above particulars.
If Bid Security is submitted through mode of Bank Guarantee then please upload scanned copy of the Bank Guarantee (as per Specimen Format at Annexure-Q, Chapter-7 of Annexed Document) submitted towards Bid Security, original of which should be delivered in person to the official nominated as indicated in the tender document before closing date of submission of bids (i.e. excluding the last date of submission of bids). 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 above specified period shall lead to summary rejection of bid. In case of the Bid Security deposited through e- payment gateway, then the same should be confirmed by the tenderer.
Please submit the option for taking payment through Letter of Credit (LC) arrangement for tenders having advertised cost of Rs. 10 lakhs and above. For details refer Clause-7, Chapter- 4 of Annexed Document.
Please submit the required certificate (duly certified by a Cost Accountant /CA)as per Clause 8.9(b), Chapter-4 of Annexed Document.
Please submit the Tender Form i.e. Annexure-I of Chapter-2 of Annexed Document.
Construction of rear side station building, construction of Foot Over Bridge (FOB), Construction/renovation of Platform, Dismantling and relocation of existing structures, shifting of utilities, development of circulating area and other allied works including Electrification & Telecommunication works in connection with Redevelopment of Bhadrak Railway Station.
ETCECONIIIBBS2026002
ETCECONIIIBBS2026002
Open
Works - General
24 Months
Khordha, Odisha
₹0
₹23.2 L
6 Mar 2026
2 Feb 2026
418 items across 8 schedules · ₹44,73,38,043.51 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1407 | 180.4 | 2,53,822.8 |
| 2 | All kinds of soil | cum | 5821.92 | 205.45 | 11,96,113.46 |
| 3 | Ordinary rock | cum | 1700 | 412.95 | 7,02,015 |
| 4 | All kinds of soil. | cum | 750 | 286.85 | 2,15,137.5 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 324 | 255.55 | 82,798.2 |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 64 | 651.55 | 41,699.2 |
| 7 | 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 | 1494.94 | 253.95 | 3,79,640.01 |
| 8 | 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 | 5864.1 | 368.65 | 21,61,800.47 |
| 9 | All kinds of soil | cum | 1225.64 | 104.5 | 1,28,079.38 |
| 10 | Ordinary or hard rock | cum | 480 | 187.4 | 89,952 |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2033.96 | 2,161.2 | 43,95,794.35 |
| 12 | 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 | 3925.1 | 14.5 | 56,913.95 |
| 13 | Beyond 30 cm girth upto and including 60 cm girth | Each | 6 | 439.25 | 2,635.5 |
| 14 | Beyond 60 cm girth upto and including 120 cm girth | Each | 7 | 1,957.15 | 13,700.05 |
| 15 | Beyond 120 cm girth upto and including 240 cm girth | Each | 4 | 9,084.05 | 36,336.2 |
| 16 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 258 | 200.9 | 51,832.2 |
| 17 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 120 | 32.3 | 3,876 |
| 18 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 276 | 44.7 | 12,337.2 |
| 19 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 1800 | 256.15 | 4,61,070 |
| 20 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 87 | 7,783.65 | 6,77,177.55 |
| 21 | 1:2:4 (1 Cement : 2 coarse sand (zone- I I I ) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 680 | 7,226.95 | 49,14,326 |
| 22 | 1:3:6 (1 Cement : 3 coarse sand (zone- I I I ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 747 | 6,833.4 | 51,04,549.8 |
| 23 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 66 | 6,670.25 | 4,40,236.5 |
| 24 | 1:4:8 (1 Cement : 4 coarse sand (zone- III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1424 | 6,326.05 | 90,08,295.2 |
| 25 | 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 | 12 | 9,375.2 | 1,12,502.4 |
| 26 | Foundations, footings, bases for columns | Sqm | 483 | 307.95 | 1,48,739.85 |
| 27 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 8 | 669.55 | 5,356.4 |
| 28 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 358 | 370.85 | 1,32,764.3 |
| 29 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 450 | 57.15 | 25,717.5 |
| 30 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 108 | 113.85 | 12,295.8 |
| 31 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand(Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 120 | 681.65 | 81,798 |
| 32 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 500 | 8,387.15 | 41,93,575 |
| 33 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2076 | 307.95 | 6,39,304.2 |
| 34 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1320 | 669.55 | 8,83,806 |
| 35 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1524 | 766.55 | 11,68,222.2 |
| 36 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1889 | 608.35 | 11,49,173.15 |
| 37 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2483 | 804.25 | 19,96,952.75 |
| 38 | Stairs, (excluding landings) except spiral-staircases | Sqm | 320 | 657.75 | 2,10,480 |
| 39 | Under 20 cm wide | Metre | 538 | 181.9 | 97,862.2 |
| 40 | 40 mm thick | Sqm | 150 | 1,430.3 | 2,14,545 |
| 41 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1012 | 8,683.8 | 87,88,005.6 |
| 42 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 900 | 8,825.35 | 79,42,815 |
| 43 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3370 | 10,306.2 | 3,47,31,894 |
| 44 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 600 | 10,477.75 | 62,86,650 |
| 45 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 792 | 688.45 | 5,45,252.4 |
| 46 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1260 | 6,658.25 | 83,89,395 |
| 47 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 534 | 8,414.65 | 44,93,423.1 |
| 48 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 1300 | 7,676.3 | 99,79,190 |
| 49 | Area of slab upto 0.50 sqm | Sqm | 75 | 4,679.35 | 3,50,951.25 |
| 50 | Area of slab over 0.50 sqm | Sqm | 132 | 4,425.35 | 5,84,146.2 |
| 51 | Granite work | Metre | 324 | 418.85 | 1,35,707.4 |
| 52 | Gunmetal cramps | Kg | 63 | 639.05 | 40,260.15 |
| 53 | Fastener with threaded dia 10 mm | Each | 48 | 33.8 | 1,622.4 |
| 54 | Granite Stone of approved shade | Sqm | 6 | 3,542.85 | 21,257.1 |
| 55 | 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 | 191.16 | 1,063.45 | 2,03,289.1 |
| 56 | Sal wood | cum | 1.5 | 1,06,720.85 | 1,60,081.28 |
| 57 | Kiln seasoned and chemically treated hollock wood | cum | 1.33 | 74,199.7 | 98,685.6 |
| 58 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 58.62 | 3,086.1 | 1,80,907.18 |
| 59 | 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 | 54 | 401.4 | 21,675.6 |
| 60 | Fixed to steel windows by welding | Kg | 2343 | 181 | 4,24,083 |
| 61 | 125x65x2.12 mm | Each | 72 | 47.05 | 3,387.6 |
| 62 | 100x58x1.90 mm | Each | 9.5 | 40.6 | 385.7 |
| 63 | 250x10 mm | Each | 24 | 74.65 | 1,791.6 |
| 64 | 150x10 mm | Each | 3 | 53.05 | 159.15 |
| 65 | 300x20x6 mm | Each | 28 | 82.4 | 2,307.2 |
| 66 | 125 mm | Each | 51 | 35.2 | 1,795.2 |
| 67 | 100 mm | Each | 7 | 28.25 | 197.75 |
| 68 | 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 | 15 | 723.8 | 10,857 |
| 69 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 24 | 109.6 | 2,630.4 |
| 70 | 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 | 24 | 1,025.65 | 24,615.6 |
| 71 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 11.26 | 3,496.75 | 39,373.41 |
| 72 | Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. | Sqm | 11.4 | 1,293.05 | 14,740.77 |
| 73 | Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) | Sqm | 12.96 | 10,443.75 | 1,35,351 |
| 74 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 15 | 7,249.9 | 1,08,748.5 |
| 75 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 27 | 3,008.8 | 81,237.6 |
| 76 | Providing and fixing ball bearing for rolling shutters. | Each | 216 | 424.2 | 91,627.2 |
| 77 | 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 | 60 | 185.95 | 11,157 |
| 78 | 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 | 60 | 185.2 | 11,112 |
| 79 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 3700 | 855.9 | 31,66,830 |
| 80 | Medium shade pigment using 50% white cement and 50% ordinary cement | Sqm | 320 | 1,259.95 | 4,03,184 |
| 81 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 480 | 1,312.1 | 6,29,808 |
| 82 | Light shade pigment using white cement | Sqm | 5447.67 | 1,233.05 | 67,17,249.49 |
| 83 | Ordinary cement without any pigment | Sqm | 900 | 928.5 | 8,35,650 |
| 84 | Udaipur green marble | Sqm | 60 | 2,100.4 | 1,26,024 |
| 85 | 25 mm thick | Sqm | 1363.33 | 1,706.6 | 23,26,658.98 |
| 86 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 15 | 2,038.55 | 30,578.25 |
| 87 | 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 | 20 | 935.6 | 18,712 |
| 88 | 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 | 40 | 1,107.05 | 44,282 |
| 89 | Size of Tile 600x600 mm | Sqm | 250 | 1,416.65 | 3,54,162.5 |
| 90 | Size of Tile 1000x1000 mm | Sqm | 1101 | 2,551.95 | 28,09,696.95 |
| 91 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 2535 | 2,589.9 | 65,65,396.5 |
| 92 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 150 | 3,908.8 | 5,86,320 |
| 93 | 110 mm diameter | Metre | 600 | 319.75 | 1,91,850 |
| 94 | 110 mm bend | Each | 60 | 132 | 7,920 |
| 95 | 110 mm Shoe | Each | 60 | 115.95 | 6,957 |
| 96 | GI Metal Ceiling Lay in plain Tegular e d g e Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; 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 | 105 | 1,591.7 | 1,67,128.5 |
| 97 | 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 | 3600 | 1,006.3 | 36,22,680 |
| 98 | 1:4 (1 cement: 4 fine sand) | Sqm | 1542 | 294.85 | 4,54,658.7 |
| 99 | 1:6 (1 cement: 6 fine sand) | Sqm | 640 | 324.3 | 2,07,552 |
| 100 | 1:4 (1 cement: 4 fine sand) | Sqm | 1207 | 402.15 | 4,85,395.05 |
| 101 | 1:6 (1 cement: 6 coarse sand) | Sqm | 73.29 | 294.35 | 21,572.91 |
| 102 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1171.44 | 339.1 | 3,97,235.3 |
| 103 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 38 | 442.75 | 16,824.5 |
| 104 | 1:3 (1 cement : 3 fine sand) | Sqm | 1361.34 | 253.05 | 3,44,487.09 |
| 105 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 56.28 | 214.3 | 12,060.8 |
| 106 | New work (three or more coats) | Sqm | 209.34 | 32.45 | 6,793.08 |
| 107 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 1999.19 | 44.25 | 88,464.16 |
| 108 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2767.29 | 162.55 | 4,49,822.99 |
| 109 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 13017.45 | 166.85 | 21,71,961.53 |
| 110 | Two or more coats on new work | Sqm | 22.44 | 131.45 | 2,949.74 |
| 111 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 660 | 191.4 | 1,26,324 |
| 112 | Two or more coats on new work | Sqm | 9600 | 121.45 | 11,65,920 |
| 113 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. | Metre | 1200 | 88.7 | 1,06,440 |
| 114 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 2694 | 123.85 | 3,33,651.9 |
| 115 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 880 | 2,007.1 | 17,66,248 |
| 116 | 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 | 290 | 2,928.1 | 8,49,149 |
| 117 | In cement mortar | cum | 640 | 1,698.45 | 10,87,008 |
| 118 | In cement mortar | cum | 100 | 2,372.3 | 2,37,230 |
| 119 | Of area 3 sq. metres and below | Each | 40 | 118.3 | 4,732 |
| 120 | Of area beyond 3 sq. metres | Each | 10 | 155.75 | 1,557.5 |
| 121 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 130270.9 | 4.65 | 6,05,759.69 |
| 122 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 4000 | 3.2 | 12,800 |
| 123 | For thickness of tiles 10 mm to 25 mm | Sqm | 1120 | 60.5 | 67,760 |
| 124 | G.S. Sheet | Sqm | 2850 | 136 | 3,87,600 |
| 125 | Asbestos Cement sheet | Sqm | 30 | 63.75 | 1,912.5 |
| 126 | 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 | 4000 | 219.35 | 8,77,400 |
| 127 | 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 | 1990 | 20.55 | 40,894.5 |
| 128 | 63 mm to 45 mm size stone aggregate | cum | 750 | 1,624.5 | 12,18,375 |
| 129 | 53 mm to 22.4 mm size stone aggregate | cum | 267 | 1,837.25 | 4,90,545.75 |
| 130 | Moorum | cum | 450 | 888.3 | 3,99,735 |
| 131 | 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 | 1298 | 865.8 | 11,23,808.4 |
| 132 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 450 | 7,399.2 | 33,29,640 |
| 133 | Cement concrete prepared with batch mixing machine | cum | 600 | 9,492.9 | 56,95,740 |
| 134 | Overhead informatory road signage | Sqm | 10 | 5,609.55 | 56,095.5 |
| 135 | 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 | 183.15 | 623.8 | 1,14,248.97 |
| 136 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 100 | 8,613.55 | 8,61,355 |
| 137 | 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 | 394 | 8,277.55 | 32,61,354.7 |
| 138 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1347 | 1,011.2 | 13,62,086.4 |
| 139 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 140 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 141 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 5,268.85 | 26,344.25 |
| 142 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 8,115.55 | 48,693.3 |
| 143 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 5 | 1,913.75 | 9,568.75 |
| 144 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 6 | 1,679.6 | 10,077.6 |
| 145 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 5 | 1,404 | 7,020 |
| 146 | 510x1040 mm bowl depth 250 mm | Each | 6 | 6,008.45 | 36,050.7 |
| 147 | 32 mm dia | Each | 5 | 90.95 | 454.75 |
| 148 | 32 mm dia | Each | 20 | 104.35 | 2,087 |
| 149 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,411.15 | 7,055.75 |
| 150 | Rectangular shape 453x357 mm | Each | 12 | 1,158.95 | 13,907.4 |
| 151 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 80 | 1,018.05 | 81,444 |
| 152 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 30 | 931.55 | 27,946.5 |
| 153 | 100 mm dia pipe | Each | 30 | 163.45 | 4,903.5 |
| 154 | For 100 mm dia pipe | Each | 60 | 308.45 | 18,507 |
| 155 | For 75 mm dia pipe | Each | 30 | 304.45 | 9,133.5 |
| 156 | Sand cast iron S&S as per IS - 1729 | Each | 21 | 530.7 | 11,144.7 |
| 157 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 440 | 2,640 |
| 158 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 412.95 | 4,129.5 |
| 159 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 1,038.75 | 10,387.5 |
| 160 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 671.2 | 4,027.2 |
| 161 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 573.8 | 3,442.8 |
| 162 | Sand cast iron S&S as per IS: 3989 | Each | 30 | 1,604.1 | 48,123 |
| 163 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 6 | 325.1 | 1,950.6 |
| 164 | 15 mm nominal dia Pipes | Metre | 20 | 255.9 | 5,118 |
| 165 | 20 mm nominal dia Pipes | Metre | 30 | 325.1 | 9,753 |
| 166 | 15 mm nominal dia Pipes | Metre | 40 | 441.15 | 17,646 |
| 167 | 20 mm nominal dia Pipes | Metre | 30 | 513.75 | 15,412.5 |
| 168 | 15 mm nominal dia Pipes | Metre | 39 | 221.35 | 8,632.65 |
| 169 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 170 | 50 mm nominal dia Pipes | Metre | 900 | 811.85 | 7,30,665 |
| 171 | 15 mm dia nominal bore | Metre | 120 | 304.15 | 36,498 |
| 172 | 20 mm dia nominal bore | Metre | 105 | 373.35 | 39,201.75 |
| 173 | 15 mm dia nominal bore | Metre | 120 | 485.2 | 58,224 |
| 174 | 20 mm dia nominal bore | Metre | 90 | 541.1 | 48,699 |
| 175 | 20 mm dia nominal bore | Metre | 5 | 315.35 | 1,576.75 |
| 176 | 25 mm dia nominal bore | Metre | 60 | 417.95 | 25,077 |
| 177 | 32 mm dia nominal bore | Metre | 90 | 457.7 | 41,193 |
| 178 | 50 mm dia nominal bore | Metre | 90 | 654.2 | 58,878 |
| 179 | 80 mm dia nominal bore | Metre | 120 | 919.1 | 1,10,292 |
| 180 | 25 to 40 mm nominal bore | Each | 34 | 757.1 | 25,741.4 |
| 181 | 15 mm nominal bore | Each | 13 | 303.85 | 3,950.05 |
| 182 | 20 mm nominal bore | Each | 5 | 327.95 | 1,639.75 |
| 183 | 15 mm nominal bore | Each | 5 | 303.85 | 1,519.25 |
| 184 | 25 mm nominal bore | Each | 6 | 532.35 | 3,194.1 |
| 185 | 20 mm nominal bore | Each | 11 | 461.75 | 5,079.25 |
| 186 | 50 mm nominal bore | Each | 3 | 878.25 | 2,634.75 |
| 187 | 80 mm nominal bore | Each | 3 | 2,227.6 | 6,682.8 |
| 188 | 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 | 6000 | 9.7 | 58,200 |
| 189 | 15 mm nominal bore | Each | 35 | 434.2 | 15,197 |
| 190 | 15 mm nominal bore | Each | 5 | 715.05 | 3,575.25 |
| 191 | 15 mm nominal bore | Each | 11 | 708.4 | 7,792.4 |
| 192 | 15 mm nominal bore | Each | 35 | 594.75 | 20,816.25 |
| 193 | 15mm nominal bore | Each | 4 | 500.35 | 2,001.4 |
| 194 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 6 | 180.8 | 1,084.8 |
| 195 | 15 mm nominal bore | Each | 6 | 8,050.5 | 48,303 |
| 196 | 150 mm diameter | Metre | 474 | 591.4 | 2,80,323.6 |
| 197 | 150 mm diameter S.W. pipe | Metre | 450 | 1,095.15 | 4,92,817.5 |
| 198 | 150 mm diameter S.W. pipe | Metre | 24 | 689.75 | 16,554 |
| 199 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 2,534 | 15,204 |
| 200 | 100 mm dia. R.C.C. pipe | Metre | 50 | 447.25 | 22,362.5 |
| 201 | 150 mm dia. R.C.C. pipe | Metre | 25 | 493.1 | 12,327.5 |
| 202 | 250 mm dia. R.C.C. pipe | Metre | 23 | 811.15 | 18,656.45 |
| 203 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 21 | 11,687.1 | 2,45,429.1 |
| 204 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 9 | 8,127.45 | 73,147.05 |
| 205 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 6 | 1,341.35 | 8,048.1 |
| 206 | 450 mm dia RCC pipes. | Metre | 600 | 2,720 | 16,32,000 |
| 207 | 450 mm dia piles | Metre | 2400 | 1,916.4 | 45,99,360 |
| 208 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 12 | 466.3 | 5,595.6 |
| 209 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 240 | 564.8 | 1,35,552 |
| 210 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 72 | 1,325.55 | 95,439.6 |
| 211 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 1029 | 1,522.95 | 15,67,115.55 |
| 212 | 300 mm dia | Metre | 64 | 592.05 | 37,891.2 |
| 213 | 300 mm dia | Metre | 16 | 1,416.3 | 22,660.8 |
| 214 | 300 mm dia | Metre | 12 | 690.7 | 8,288.4 |
| 215 | 300 mm dia | Metre | 12 | 1,561.7 | 18,740.4 |
| 216 | 200 mm nominal size dia | Metre | 64 | 951.95 | 60,924.8 |
| 217 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 16 | 2,082.1 | 33,313.6 |
| 218 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 5 | 916.8 | 4,584 |
| 219 | 200 mm dia | Each | 1 | 280.95 | 280.95 |
| 220 | 200 mm clamp | Each | 6 | 1,827 | 10,962 |
| 221 | 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 | 2025 | 370.45 | 7,50,161.25 |
| 222 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in- Charge. | Sqm | 140 | 3,309.05 | 4,63,267 |
| 223 | Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in- charge. | Sqm | 150 | 3,375.5 | 5,06,325 |
| 224 | Outer face: Outer face having 6mm thick fiber cement board fixed on 9mm thick fiber cement board, Type A, as per IS:14862:2000 (high pressure steam c u r e d ) Inner Face :- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board confirming to IS:14862:2000 of type B (High pressure steam cured) | Sqm | 120 | 3,485.2 | 4,18,224 |
| 225 | Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/bottom of cavities to seal off, infill wall panel cavities in 3 stages as detailed below, (i) 1st pour / infill to be limited to 0.3 to 0.50 m height from bottom of the panel. (ii) 2nd Pour/ infill: infilling shall be done only after 90 minutes interval between successive pours. The maximum height of infill shall be restricted to 1.5m height or up to the top level of door / window. (iii) 3rd pour/infill: After an interval of 90 minutes of second pour, infill or pour the balance height up to the bottom of embedded RCC tie beam. Pour enough water just required to dampen the dry mix enough to form cake form after each stage.(cost of laying M25 concrete shall be paid separately) (If any rain falls in between any stages of concrete pour, make sure to cover the panel top to prevent ingress of water or water falling into the cavities. In case of water collection over the concrete inside the panel, drill 10mm hole in GFRG panel immediately above concrete filled level to drain out water before pour/in-fill of balance concreting) | cum | 45 | 2,375.9 | 1,06,915.5 |
| 226 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 2700 | 1,630.4 | 44,02,080 |
| Schedule total | ₹20,22,46,839.44 | ||||
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