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Tender Value
₹9.0 Cr
EMD Value
₹6.0 L
Closing Date
11 Feb 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
48 conditions · 6 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 Divisional Railway Manager/Engineering, N.E. Railway, Ashok Marg, Lucknow- 226001 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:- Mohibullapur (MBP): Development of station with required facilities for passengers.
NER-LJN-2026-06~NER
NER-LJN-2026-06
Open
Works - General
12 Months
Lucknow, Uttar Pradesh
₹0
₹6.0 L
11 Feb 2026
20 Jan 2026
28 Jan 2026
217 items across 2 schedules · ₹8,82,81,847.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 173 | 411.3 | 71,154.9 |
| 2 | All kinds of soil | cum 92.03 | — | 205.45 | 18,907.56 |
| 3 | All kinds of soil. | cum 2750.52 | — | 286.85 | 7,88,986.66 |
| 4 | 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 88.23 | — | 253.95 | 22,406.01 |
| 5 | 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 950.33 | — | 368.65 | 3,50,339.15 |
| 6 | All kinds of soil | cum 28.81 | — | 104.5 | 3,010.65 |
| 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 5000 | — | 14.5 | 72,500 |
| 8 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 20 | 76.7 | 1,534 |
| 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 82.74 | — | 7,365.15 | 6,09,392.51 |
| 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 89.74 | — | 6,833.4 | 6,13,229.32 |
| 11 | 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 111.05 | — | 6,670.25 | 7,40,731.26 |
| 12 | 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 659.26 | — | 6,326.05 | 41,70,511.72 |
| 13 | 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 | 65.9 | 9,793.75 | 6,45,408.13 |
| 14 | 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 | 6 | 9,375.2 | 56,251.2 |
| 15 | 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 | 6.83 | 8,843.45 | 60,400.76 |
| 16 | Foundations, footings, bases for columns | Sqm | 286 | 307.95 | 88,073.7 |
| 17 | 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 138.68 | — | 8,364.2 | 11,59,947.26 |
| 18 | 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 85.96 | — | 10,185.05 | 8,75,506.9 |
| 19 | cum 241.14 | — | 10,719.3 | 25,84,852 | |
| 20 | cum | 3.41 | 9,801.75 | 33,423.97 | |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1493.3 | — | 307.95 | 4,59,861.74 |
| 22 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm 6610.67 | — | 669.55 | 44,26,174.1 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm 1092.69 | — | 766.55 | 8,37,601.52 |
| 24 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm 1477.79 | — | 608.35 | 8,99,013.55 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 304.73 | — | 804.25 | 2,45,079.1 |
| 26 | Stairs, (excluding landings) except spiral- staircases | Sqm 25.95 | — | 657.75 | 17,068.61 |
| 27 | Under 20 cm wide | Metre | 150 | 181.9 | 27,285 |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 89501.61 | — | 89.65 | 80,23,819.34 |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 46588.52 | — | 89.65 | 41,76,660.82 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 856.61 | — | 8,683.8 | 74,38,629.92 |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 447.61 | — | 10,306.2 | 46,13,158.18 |
| 32 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 78 | 688.45 | 53,699.1 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 315.58 | — | 6,658.25 | 21,01,210.54 |
| 34 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 8 | 8,512.1 | 68,096.8 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 337.63 | — | 8,288.35 | 27,98,395.61 |
| 36 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 165.16 | — | 1,018.05 | 1,68,141.14 |
| 37 | Area of slab upto 0.50 sqm | Sqm | 20 | 4,679.35 | 93,587 |
| 38 | Area of slab over 0.50 sqm | Sqm 231.7 | — | 4,425.35 | 10,25,353.6 |
| 39 | Granite work | Metre | 32 | 418.85 | 13,403.2 |
| 40 | Granite of any colour and shade | Sqm | 18 | 3,105.5 | 55,899 |
| 41 | Red sand stone - 30mm thick gang saw cut stone | Sqm | 40 | 2,459.7 | 98,388 |
| 42 | 32 mm long | Each | 300 | 20.75 | 6,225 |
| 43 | 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 893.47 | — | 1,063.45 | 9,50,160.67 |
| 44 | 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 | 190 | 4,474.2 | 8,50,098 |
| 45 | Sal wood | cum | 2.9 | 1,06,720.85 | 3,09,490.47 |
| 46 | Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type | Sqm 52.35 | — | 2,366.35 | 1,23,878.42 |
| 47 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 52.9 | 3,086.1 | 1,63,254.69 |
| 48 | Fixed to steel windows by welding | Kg | 175 | 181 | 31,675 |
| 49 | 125x65x2.12 mm | Each | 216 | 48 | 10,368 |
| 50 | 100x58x1.90 mm | Each | 76 | 39.05 | 2,967.8 |
| 51 | 50x40x2.50 mm | Each | 52 | 21.8 | 1,133.6 |
| 52 | 250x10 mm | Each | 87 | 74.65 | 6,494.55 |
| 53 | 200x10 mm | Each | 84 | 61.05 | 5,128.2 |
| 54 | 125 mm | Each | 34 | 35.2 | 1,196.8 |
| 55 | 100 mm | Each | 23 | 28.25 | 649.75 |
| 56 | 125 mm | Each | 8 | 60.05 | 480.4 |
| 57 | Single rubber stopper | Each | 46 | 35.5 | 1,633 |
| 58 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. | Each | 8 | 739.8 | 5,918.4 |
| 59 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: (part 3) (Board with BIS certification marks) | Sqm | 50 | 1,797.65 | 89,882.5 |
| 60 | Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-charge. | Metre | 75 | 85.6 | 6,420 |
| 61 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 87.6 | 702.6 | 61,547.76 |
| 62 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 12.6 | 3,963.7 | 49,942.62 |
| 63 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in- charge. | Metre | 195 | 481.85 | 93,960.75 |
| 64 | Decorative finish (both side wood grained finish) | Sqm 70.88 | — | 3,194.4 | 2,26,419.07 |
| 65 | 1.5 mm thick | Sqm | 8 | 890.55 | 7,124.4 |
| 66 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 | Sqm | 10 | 1,120.55 | 11,205.5 |
| 67 | 12 mm thick. | Sqm | 10 | 1,065.15 | 10,651.5 |
| 68 | 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 837.5 | — | 93.05 | 77,929.38 |
| 69 | 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 24779.92 | — | 111.95 | 27,74,112.04 |
| 70 | Hot finished welded type tubes | Kg 8149.6 | — | 154.9 | 12,62,373.04 |
| 71 | Hot finished seamless type tubes | Kg 1662.4 | — | 168.95 | 2,80,862.48 |
| 72 | Electric resistance or induction butt welded tubes | Kg 1200 | — | 140.85 | 1,69,020 |
| 73 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 970 | 142.3 | 1,38,031 |
| 74 | M.S. tube | Kg | 250 | 157.15 | 39,287.5 |
| 75 | G.I. pipes | Kg | 30 | 180.2 | 5,406 |
| 76 | 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 1180 | — | 612.25 | 7,22,455 |
| 77 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 81 | 971.55 | 78,695.55 |
| 78 | 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 937 | 46,850 |
| 79 | 1:6 (1cement : 6 coarse sand) | Sqm | 50 | 898.2 | 44,910 |
| 80 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 308 | 545 | 1,67,860 |
| 81 | Light shade pigment using white cement | Sqm | 83.6 | 1,295.2 | 1,08,278.72 |
| 82 | 25 mm thick | Sqm 77.38 | — | 1,706.6 | 1,32,056.71 |
| 83 | 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 | 19.2 | 2,038.55 | 39,140.16 |
| 84 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 30 | 157.35 | 4,720.5 |
| 85 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm 141.53 | — | 1,142.8 | 1,61,740.48 |
| 86 | Size of Tile 600x600 mm | Sqm 398.33 | — | 1,416.65 | 5,64,294.19 |
| 87 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 20 | 2,589.9 | 51,798 |
| 88 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm 65.72 | — | 3,908.8 | 2,56,886.34 |
| 89 | 75 mm diameter | Metre | 94 | 213 | 20,022 |
| 90 | 110 mm diameter | Metre | 290 | 319.75 | 92,727.5 |
| 91 | 110x110x110 mm | Each | 20 | 205.45 | 4,109 |
| 92 | 75 mm bend | Each | 20 | 91.8 | 1,836 |
| 93 | 110 mm bend | Each | 87 | 132 | 11,484 |
| 94 | 110 mm Shoe | Each | 37 | 115.95 | 4,290.15 |
| 95 | 75 mm | Each | 50 | 310.85 | 15,542.5 |
| 96 | 110 mm | Each | 200 | 309.5 | 61,900 |
| 97 | 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 237.96 | — | 671.55 | 1,59,802.04 |
| 98 | Ridges plain (500 - 600mm) | Metre | 83.2 | 450.6 | 37,489.92 |
| 99 | 1:4 (1 cement: 4 fine sand) | Sqm 2329 | — | 294.85 | 6,86,705.65 |
| 100 | 1:6 (1 cement: 6 fine sand) | Sqm 3545.7 | — | 282 | 9,99,887.4 |
| 101 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 339.7 | 84,925 |
| 102 | 1:6 (1 cement: 6 fine sand) | Sqm | 80 | 324.3 | 25,944 |
| 103 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 3422.85 | — | 162.55 | 5,56,384.27 |
| 104 | Two or more coats on new work | Sqm | 420 | 92.75 | 38,955 |
| 105 | Water thinnable cement primer | Sqm 2767.21 | — | 64.45 | 1,78,346.68 |
| 106 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm 1060 | — | 97.6 | 1,03,456 |
| 107 | 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 | 74 | 245 | 18,130 |
| 108 | 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 | 176 | 166.85 | 29,365.6 |
| 109 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 600 | 162.35 | 97,410 |
| 110 | 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 | 800 | 158.95 | 1,27,160 |
| 111 | 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 | 320 | 140.05 | 44,816 |
| 112 | Two or more coats on new work | Sqm | 524 | 131.45 | 68,879.8 |
| 113 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 825 | 191.4 | 1,57,905 |
| 114 | Lettering with black Japan paint of approved brand and manufacture | per 20587 letter per cm height | — | 5.05 | 1,03,964.35 |
| 115 | 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 2510 | — | 123.85 | 3,10,863.5 |
| 116 | Two coats | Sqm 2097.85 | — | 116.05 | 2,43,455.49 |
| 117 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum 278.86 | — | 2,007.1 | 5,59,699.91 |
| 118 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 80 | 1,239.6 | 99,168 |
| 119 | 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 | 13 | 2,928.1 | 38,065.3 |
| 120 | In cement mortar | cum | 108 | 1,698.45 | 1,83,432.6 |
| 121 | Of area 3 sq. metres and below | Each | 30 | 302.7 | 9,081 |
| 122 | R.S. Joists | Kg 1500 | — | 2.8 | 4,200 |
| 123 | Channels, angles, tees and flats | Kg 1200 | — | 1.9 | 2,280 |
| 124 | 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 3500 | — | 4.65 | 16,275 |
| 125 | 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 | 550 | 3.2 | 1,760 |
| 126 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 180 | 219.75 | 39,555 |
| 127 | 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 638.75 | — | 219.35 | 1,40,109.81 |
| 128 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm 777.4 | — | 180.5 | 1,40,320.7 |
| 129 | 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 1247.4 | — | 20.55 | 25,634.07 |
| 130 | 90 mm to 45 mm size stone aggregate | cum | 240 | 1,937.6 | 4,65,024 |
| 131 | 53 mm to 22.4 mm size stone aggregate | cum 847.5 | — | 1,837.25 | 15,57,069.38 |
| 132 | Stone screening 13.2 mm nominal size (Type A) | cum 105.6 | — | 1,865 | 1,96,944 |
| 133 | Stone screening 11.2 mm nominal size (Type B) | cum 104.65 | — | 2,065.7 | 2,16,175.51 |
| 134 | Good earth | cum | 35 | 624.55 | 21,859.25 |
| 135 | Moorum | cum 214.5 | — | 888.3 | 1,90,540.35 |
| 136 | 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 1141.05 | — | 865.8 | 9,87,921.09 |
| 137 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 350 | 179.5 | 62,825 |
| 138 | On W.B.M. @ 0.75 Kg / sqm | Sqm 2333 | — | 45.2 | 1,05,451.6 |
| 139 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm 2333 | — | 427.75 | 9,97,940.75 |
| 140 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm 2333 | — | 79.85 | 1,86,290.05 |
| 141 | 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 | 18 | 7,399.2 | 1,33,185.6 |
| 142 | Cement concrete prepared with batch mixing machine | cum | 858 | 9,492.9 | 81,44,908.2 |
| 143 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 745 | 48.15 | 35,871.75 |
| 144 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer- in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm 3213 depth per cm width per metre length | — | 4.7 | 15,101.1 |
| 145 | New work (Two or more coats) | Sqm | 185 | 239.95 | 44,390.75 |
| 146 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 450 | 175.5 | 78,975 |
| 147 | Overhead informatory road signage | Sqm | 20 | 5,609.55 | 1,12,191 |
| 148 | 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 | 40 | 623.8 | 24,952 |
| 149 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with Local sand, including finishing smooth etc. complete as per direction of Engineer- in-charge. | Sqm 528.07 | — | 196.3 | 1,03,660.14 |
| 150 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 250 | 951 | 2,37,750 |
| 151 | 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 | 24 | 8,613.55 | 2,06,725.2 |
| 152 | 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 36.72 | — | 8,277.55 | 3,03,951.64 |
| 153 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 240 | 2,658.1 | 6,37,944 |
| 154 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. | Metre | 110 | 2,827.4 | 3,11,014 |
| 155 | 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 | 360 | 1,719 | 6,18,840 |
| 156 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 728 | 1,011.2 | 7,36,153.6 |
| 157 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 333 | 2,617.15 | 8,71,510.95 |
| 158 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 23 | 5,781.35 | 1,32,971.05 |
| 159 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 5,540.55 | 66,486.6 |
| 160 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 5,268.85 | 52,688.5 |
| 161 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 18 | 2,040.85 | 36,735.3 |
| 162 | 32 mm dia | Each | 23 | 90.95 | 2,091.85 |
| 163 | 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 | 18 | 1,411.15 | 25,400.7 |
| 164 | C.P. brass | Each | 21 | 680.8 | 14,296.8 |
| 165 | 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 | 8 | 146.3 | 1,170.4 |
| 166 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 13 | 573.6 | 7,456.8 |
| 167 | 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 | 13 | 607.05 | 7,891.65 |
| 168 | 15 mm nominal dia Pipes | Metre | 625 | 255.9 | 1,59,937.5 |
| 169 | 20 mm nominal dia Pipes | Metre 237.5 | — | 325.1 | 77,211.25 |
| 170 | 25 mm nominal dia Pipes | Metre | 175 | 408.55 | 71,496.25 |
| 171 | 32 mm nominal dia Pipes | Metre | 87.5 | 500.95 | 43,833.13 |
| 172 | 100 mm nominal dia Pipes | Metre | 50 | 2,811.75 | 1,40,587.5 |
| 173 | 15 mm dia nominal bore | Metre | 30 | 304.15 | 9,124.5 |
| 174 | 20 mm dia nominal bore | Metre | 35 | 373.35 | 13,067.25 |
| 175 | 25 mm dia nominal bore | Metre | 40 | 491.2 | 19,648 |
| 176 | 15 mm dia nominal bore | Metre | 95 | 267.5 | 25,412.5 |
| 177 | 25 mm dia nominal bore | Metre | 450 | 417.95 | 1,88,077.5 |
| 178 | 40 mm dia nominal bore | Metre | 50 | 558.35 | 27,917.5 |
| 179 | 25 to 40 mm nominal bore | Each | 31 | 757.1 | 23,470.1 |
| 180 | 15 mm nominal bore | Each | 126 | 303.85 | 38,285.1 |
| 181 | 20 mm nominal bore | Each | 51 | 327.95 | 16,725.45 |
| 182 | 20 mm nominal bore | Each | 28 | 327.95 | 9,182.6 |
| 183 | 20 mm nominal bore | Each | 18 | 397.45 | 7,154.1 |
| 184 | Horizontal | Each | 31 | 506.65 | 15,706.15 |
| 185 | Horizontal | Each | 15 | 815.05 | 12,225.75 |
| 186 | 15 mm nominal bore | Each | 15 | 74.8 | 1,122 |
| 187 | 100 mm diameter | Each | 13 | 166.35 | 2,162.55 |
| 188 | 150 mm diameter | Each | 13 | 190.1 | 2,471.3 |
| 189 | 100 mm dia pipe | Metre | 50 | 1,210.5 | 60,525 |
| 190 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 30 | 1,712.15 | 51,364.5 |
| 191 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 13 | 10,102.5 | 1,31,332.5 |
| 192 | 15 mm nominal bore | Each | 20 | 682.9 | 13,658 |
| 193 | 25 mm nominal bore | Each | 20 | 789.95 | 15,799 |
| 194 | 40 mm nominal bore | Each | 20 | 943.8 | 18,876 |
| 195 | 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 23000 | — | 9.7 | 2,23,100 |
| 196 | 125 mm nominal dia with 25 mm waste hole | Each | 63 | 45.25 | 2,850.75 |
| 197 | 100 mm diameter | Metre | 13 | 375.75 | 4,884.75 |
| 198 | 150 mm diameter | Metre | 25 | 591.4 | 14,785 |
| 199 | 200 mm diameter | Metre | 50 | 830.4 | 41,520 |
| 200 | 150 mm dia. R.C.C. pipe | Metre | 20 | 493.1 | 9,862 |
| 201 | 450 mm dia RCC pipes. | Metre | 20 | 2,720 | 54,400 |
| 202 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 14.25 | — | 433.95 | 6,183.79 |
| 203 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 250 | 474.7 | 1,18,675 |
| 204 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 350 | 573.4 | 2,00,690 |
| 205 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 7.5 | 965.1 | 7,238.25 |
| 206 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 80 | 951.05 | 76,084 |
| 207 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 65 | 1,019.8 | 66,287 |
| 208 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 46.6 | 1,325.55 | 61,770.63 |
| 209 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 13 | 2,448.85 | 31,835.05 |
| 210 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 275 | 560.85 | 1,54,233.75 |
| 211 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum 39.28 | — | 13,378.15 | 5,25,493.73 |
| 212 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 50 | 1,213.25 | 60,662.5 |
| 213 | 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 | 50 | 8,230.05 | 4,11,502.5 |
| 214 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 220 | 2,748.85 | 6,04,747 |
| Schedule total | ₹8,81,32,579.95 | ||||
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