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Tender Value
₹5.5 Cr
EMD Value
₹4.3 L
Closing Date
2 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORK 3
14 conditions · 3 needing a document upload
As a proof of sufficient financial capacity:- 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-D, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed as defined in 1.1 during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. (Credential from private individuals for whom such works are executed/being executed should not be accepted).{Authentic copy of the documents should be uploaded by the tenderer(s) along with their offer to fulfill the eligibility criteria otherwise their offers will not be considered and summarily rejected}.
Building/structure or Bridge work or Supply of building materials
50 conditions · 7 needing a document upload
(A) The stamp duty payable in Bank Guarantee for Bid Security and Performance guarantee differs from state/Union of Territory to state/Union of Territory as per the provisions of stamp Duty Act applicable in that particular state/Union of Territory on the date of execution of Bank Guarantee. The value of Non-Judicial Stamp paper for execution of the BG to be submitted shall be higher of the following two values:- (a) Stamp value as applicable in state/Union Territory from where Stamp paper is purchased. (b) Stamp value as applicable in the state of Uttar Pradesh. Stamp Duty applicable in the state of Uttar Pradesh for submission of Bank Guarantee for Bid Security and Performance Guarantee is Rs. Five per thousand or part thereof, subjected to maximum value of Rs. Ten Thousand (Rs. 10,000/-). (B) Bid offer of tenderer who submits Bank Guarantee in lieu of Bid security in violation of Para (A) above will be summarily rejected.
Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Certificates and testimonials regarding contracting experience for the type of job for which tender is invited with list of works carried out in the past giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
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.
POA :- Regarding Power of Attorney, the conditions as per General Manager/Law/Gorakhpur's letter No. C/78/LO/Misc/HO/2024 dated 05.08.2024 attached herewith shall be applicable.
The earnest money deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including earnest money.
For enactment of this Act, the tenderer shall be required to pay cess 1 of cost of construction work to be deducted from each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item Railway Boards No. 2008/ CE-1 CT/6 Dt. 09-07-2008
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
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.
Sales tax/Business tax will be recovered as per extant instruction on the subject.
The successful tenderer will have to submit full security deposit as per GCC-2022 before execution of the agreement.
a) The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Earnest Money Deposit and other dues payable against that contract. In case a tenderer has not submitted Earnest Money Deposit on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
b) The successful bidder shall submit the Performance Guarantee PG in any of the following forms, amounting to 5 percent of the contract value: i A deposit of Cash ii Irrevocable Bank Guarantee iii Government Securities including State Loan Bonds at 5 percent below the market value i v Deposit Receipts, Pay Orders, Demand Drafts and Guarantee Bonds. These forms of Performance Guarantee could be either of the State Bank of India or of any of the Nationalized Banks v Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled Banks v i A Deposit in the Post Office Saving Bank vii A Deposit in the National Savings Certificates viii Twelve years National Defence Certificates ix Ten years Defence Deposits x National Defence Bonds and xi Unit Trust Certificates at 5 percent below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO/N. E. Railway free from any encumbrance may be accepted.
(1)Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs.2 Crores. Provided further that, in a contract where PVC is applicable, following shall be outside the purview of price adjustments (i.e. shall be excluded from the gross value of the work for the purpose of price variation) : (a) Materials supplied by Railway to the Contractors, either free or at fixed rate; (b) Any extra item(s) included in subsequent variation falling outside the purview of the Bill(s) of Quantities of tender, under clause 39. (1)(b) of these Standard General Conditions, unless applicability of PVC and 'Base Month' has been specially agreed, while fixing the rates of such extra item(s).(2) Price Variation Clause for Annual Maintenance Contract or Zonal Contract :- The price variation Clause of General Conditions of Contract shall not apply to a works contract which is either an Annual Maintenance Contract or a Zonal Contract as per Railway Boards letter No. 2013/CE/I/CT/O/10-PVC-Pt.I dated 27.01.2015 & 2017/Trans/01/Policy dated 08.02.2018.(3) Price Variation Clause shall be applicable accordingly attached document.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the Sr DEN-III. Office of the Divisional Railway Manager/Engineering, N.E. Railway, Ashok Marg, Lucknow by issuing Bank under registered Post A.D.
1- The B.G. Bonds submitted by contractors/bidders should be issued via SFMS. 2- The online verification of such B.G. Bonds is carried out through the AIMS portal. 3- No B.G. Bond is accepted unless it is verifiable through the SFMS system.
(1) Earnest Money Cost: -All the tenderers/Contractors have to deposit full earnest money as stipulated in the tender document through online modes as permitted in IREPS application. (2) Tender Document Cost: -All the tenderers/Contractors have to deposit tender document cost as stipulated in the tender document through online modes as permitted in IREPS application.
a- One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. b- One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para a and b above respectively. The decision of the Engineer-incharge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
Care in Submission of Tenders :
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of the Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)/respective states State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. and as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/ UTGST/SGST/ Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
All documents related to Constitution of Firm by the Partnership Firm/ Joint venture/ Society/Companies/ MOU etc. duly notorized should be uploaded at the time of submission of bid.
The tenderer shall upload scanned copies of mandatory credentials such as experience certificates (Except Private Individual), turn over Certificates and any other documents as applicable.
Goods & Service Tax (GST) will be recovered as per extant instruction on the subject.
NER-LJN Division: FBW Plant Gonda:-(1) Repair & Construction of CC floor & CC road, repair & improvement of Offices, Building etc, Repair & replacement of pipeline & other Misc works. (2) Providing, repair & extension of Shed (i) New shed for Pre press,(ii) Extension of shed for Brushing M/c and (iii) Extension of conveyor shed.
NER-LJN-2025-197~NER
NER-LJN-2025-197
Open
Works - General
12 Months
Lucknow, Uttar Pradesh
₹0
₹4.3 L
2 Jan 2026
10 Dec 2025
19 Dec 2025
97 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 35 | 286.85 | 10,039.75 |
| 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 | 75 | 253.95 | 19,046.25 |
| 3 | All kinds of soil | cum | 12 | 104.5 | 1,254 |
| 4 | 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 | 2005 | 6,833.4 | 1,37,00,967 |
| 5 | Foundations, footings, bases for columns | Sqm | 20 | 307.95 | 6,159 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 5 | 8,364.2 | 41,821 |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2.5 | 10,185.05 | 25,462.63 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 80 | 307.95 | 24,636 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 804.25 | 80,425 |
| 10 | Hot rolled deformed bars | Kg | 2500 | 89.65 | 2,24,125 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 6,658.25 | 7,98,990 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 8,288.35 | 12,43,252.5 |
| 13 | Area of slab upto 0.50 sqm | Sqm | 50 | 4,679.35 | 2,33,967.5 |
| 14 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 15 | Granite work | Metre | 50 | 418.85 | 20,942.5 |
| 16 | Each | 2 | 808.15 | 1,616.3 | |
| 17 | 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 | 120 | 1,063.45 | 1,27,614 |
| 18 | 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 | 50 | 4,474.2 | 2,23,710 |
| 19 | 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : | Sqm | 15 | 3,070.05 | 46,050.75 |
| 20 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 20 | 1,521.6 | 30,432 |
| 21 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,086.1 | 92,583 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 2,818.5 | 56,370 |
| 23 | On one side only | Sqm | 20 | 408.05 | 8,161 |
| 24 | 100x85x5.5 mm (heavy type) | Each | 50 | 175.7 | 8,785 |
| 25 | 200x10 mm | Each | 50 | 300.55 | 15,027.5 |
| 26 | 125 mm | Each | 100 | 205.1 | 20,510 |
| 27 | 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 | 15 | 1,025.65 | 15,384.75 |
| 28 | Decorative finish (both side wood grained finish) | Sqm | 50 | 3,194.4 | 1,59,720 |
| 29 | 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 | 4500 | 111.95 | 5,03,775 |
| 30 | Hot finished seamless type tubes | Kg | 200 | 168.95 | 33,790 |
| 31 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 5800 | 3.4 | 19,720 |
| 32 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2500 | 142.3 | 3,55,750 |
| 33 | 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 | 500 | 612.25 | 3,06,125 |
| 34 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 1500 | 733.3 | 10,99,950 |
| 35 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 2500 | 545 | 13,62,500 |
| 36 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 920 | 928.65 | 8,54,358 |
| 37 | Light shade pigment using white cement | Sqm | 150 | 1,295.2 | 1,94,280 |
| 38 | Size of Tile 600x600 mm | Sqm | 200 | 1,416.65 | 2,83,330 |
| 39 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Sqm | 500 | 1,135.45 | 5,67,725 |
| 40 | 0.80 mm thick | Metre | 20 | 441.6 | 8,832 |
| 41 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 50 | 1,370.4 | 68,520 |
| 42 | In 75x75 mm deep chase | Metre | 450 | 260.2 | 1,17,090 |
| 43 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 44 | 110 mm bend | Each | 50 | 132 | 6,600 |
| 45 | 110 mm | Each | 100 | 309.5 | 30,950 |
| 46 | 2 mm thick flat | Sqm | 120 | 1,048.5 | 1,25,820 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 4500 | 282 | 12,69,000 |
| 48 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 200 | 245 | 49,000 |
| 49 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 300 | 144.9 | 43,470 |
| 50 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 300 | 140.05 | 42,015 |
| 51 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 5000 | 154.45 | 7,72,250 |
| 52 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 12000 | 5.05 | 60,600 |
| 53 | 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 | 6000 | 123.85 | 7,43,100 |
| 54 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 4000 | 20.85 | 83,400 |
| 55 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 500 | 462.3 | 2,31,150 |
| 56 | 3 mm thick | Sqm | 800 | 563.5 | 4,50,800 |
| 57 | Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. | Sqm | 800 | 103.5 | 82,800 |
| 58 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 70 | 2,007.1 | 1,40,497 |
| 59 | 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 | 15 | 2,928.1 | 43,921.5 |
| 60 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 61 | From brick work in cement mortar | 1000 Nos. | 4000 | 5,522.25 | 22,089 |
| 62 | 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 | 1500 | 4.65 | 6,975 |
| 63 | G.S. Sheet | Sqm | 100 | 136 | 13,600 |
| 64 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 800 | 45.05 | 36,040 |
| 65 | 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 | 80 | 219.35 | 17,548 |
| 66 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 2500 | 10,006.65 | 2,50,16,625 |
| 67 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 500 | 1,011.2 | 5,05,600 |
| 68 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 2 | 3,459.05 | 6,918.1 |
| 69 | 510x1040 mm bowl depth 225 mm | Each | 2 | 6,677.4 | 13,354.8 |
| 70 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 299.35 | 598.7 |
| 71 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 2 | 886.25 | 1,772.5 |
| 72 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 2 | 6,119.15 | 12,238.3 |
| 73 | 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 | 2 | 1,411.15 | 2,822.3 |
| 74 | C.P. brass | Each | 2 | 680.8 | 1,361.6 |
| 75 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 2 | 146.3 | 292.6 |
| 76 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 2 | 600.35 | 1,200.7 |
| 77 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 2 | 607.05 | 1,214.1 |
| 78 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 13,036.55 | 26,073.1 |
| 79 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 300 | 568.6 | 1,70,580 |
| 80 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 300 | 1,689.5 | 5,06,850 |
| 81 | PPR Union 50mm | Each | 10 | 764.05 | 7,640.5 |
| 82 | 20 mm nominal dia Pipes | Metre | 150 | 513.75 | 77,062.5 |
| 83 | 25 mm nominal dia Pipes | Metre | 75 | 626.05 | 46,953.75 |
| 84 | 25 mm dia nominal bore | Metre | 150 | 417.95 | 62,692.5 |
| 85 | 15 mm nominal bore | Each | 8 | 715.05 | 5,720.4 |
| 86 | 15 mm nominal bore | Each | 10 | 708.4 | 7,084 |
| 87 | 15 mm nominal bore | Each | 10 | 594.75 | 5,947.5 |
| 88 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 89 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 30 | 61.7 | 1,851 |
| 90 | For pipes 100 to 250 mm diameter | Each | 10 | 683.7 | 6,837 |
| 91 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 92 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 564.8 | 1,12,960 |
| 93 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 5 | 951.05 | 4,755.25 |
| 94 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,325.55 | 13,255.5 |
| 95 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 50 | 13,378.15 | 6,68,907.5 |
| 96 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 5 | 8,230.05 | 41,150.25 |
| 97 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer- in-charge. | Sqm | 25 | 820.8 | 20,520 |
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