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Tender Value
₹8.3 Cr
EMD Value
₹16.7 L
Closing Date
13 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN EAST
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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender. (b)(1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, 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 fulfillment 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 ____________________________- in support of above work experience certificate.
Defination of Similar Work :- Any Civil Engineering Work.
58 conditions · 9 needing a document upload
Any DIPP certificate submitted along with the tender document for exemption of EMD should be valid on the date of opening of the tender, else the tender offer will be summarily rejected.
Please submit your correspondence address, e-mail ID and valid phone number.
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 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.
Please furnish list of Works completed in last seven financial years 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.
I/We have carefully gone through the Clause no 10 to 18 of GCC/APRIL 2022 and all Advanced Correction Slips up-to-date to Indian Railway Standard General Conditions of contract, APRIL 2022 and understood that non-compliance of requirement of these clause and non-submission of required documents in compliance, my/our offer will be rejected.
As per Advanced Correction Slip no. 2 to IRGCC, April 2022, in addition to Annexure-V, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by 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 these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
The GST Act 2017 will be applicable as per extant policy as notified by Central/State Govt. and as amended from time to time.
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Tenderer(s) should submit document in support of Minimum Eligibility Criteria, technical and financial both, along with the tender. No document in support of minimum eligibility criteria will be accepted/ entertained after opening of tender.
The tenderer/s shall not increase his/their rate in case the Railway Administration negotiates for reduction of rates. Such negotiations shall not amount to cancellation or withdrawal of the original offer and rates originally quoted will be binding on the tenderer/s.
The tenderer/s shall submit an analysis of rates if called upon to do so.
The tenderer/s is/are advised to visit the site of work and investigate actual conditions regarding nature and conditions of soil, difficulties involved due to inadequate stacking space, due to built up area around the site, availability of materials water and labour probable sites for labour camps, stores, godowns, etc. They should also satisfy themselves as to the sources of supply and adequacy for their respective purpose of different materials referred in the specifications and indicated in the drawings. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of work described in the schedule.
Conditional tenders are liable to be rejected.
The tenderer/s shall keep them updated about any modification in tender notice and tender document, issued by Railway through newspapers, IREPS website or E-mail or any other means and shall act accordingly. It is the responsibility of the tenderer to check any correction or any modifications published subsequently in website and the same shall taken into account while submitting the tender.
NOTICE TO PUBLIC BODIES:- The contractor shall give to the Municipality, Police and other authorities all notices that may be required by the law and obtain all requisite licenses for temporary obstructions, enclosures and pay all fees, taxes and charges which may be leviable on account of his own operation in executing the contract. He should make good any damage to adjoining premises whether public or private and provide and maintain any light etc. required in night.
Tender/ Contract documents consist of (a) NIT published on IREPS portal, (b) Tender forms- First Sheet and Second Sheet of Part-I of GCC, (c) Special Conditions/Specifications of Contract, (d) Schedule of approximate quantities, (e) Standard General Conditions of Contract 2022 and Standard Specifications for Materials and Works of Indian Railway, as amended/corrected upto latest Correction Slips, (f) DSR as amended / corrected upto latest Correction Slips, (g) All general and detailed drawings pertaining to this work which will be issued by the Engineer or his representatives (from time to time) with all changes and modifications.
The Bid security should be paid through online payment mode available on IREPS portal only.
Wherever any reference to Code, Specifications etc., is made in this tender document, it shall be taken as a reference to the latest version thereof including all amendments and corrections etc. However, where these specifications do not cover full details relevant Indian Standard Specification shall be followed. Decision of the Chief Engineer shall be final in this regard.
All the works, which are to be done under traffic block, in electrified territory, contractor will have to take all precautions for safety of track and running trains as well as safety of his labour in terms of Indian Railways P.Way manual.
The work will be executed under supervision of Railway Engineer in-charge or his authorized representative at site.
The vehicles and equipment of contractors can be used by Railway Administration in case of accidents or natural calamities involving human lives, and payment in respect of that would be made by operating the item as a non scheduled item.
The schedule of quantity is only approximate and may vary as per site condition. Any items may be added or deleted as directed by Engineer-in-charge to complete the work in all respect.
Contractor will issue identity cards to all his supervisors/laborers working at site as per Proforma given by Railway.
Tenderer must read clause 10 of TENDER FORM (Second Sheet) Annex-I of Indian Railway Standard General Conditions of Contract regarding eligibility criteria alongwith all advanced correction slips up-to-date to Indian Railway Standard General Conditions of Contract, April 2022.
The bid security deposited with the tender of successful tenderer will be retained as part of security deposit . 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 bid security.
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.
(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 22ndday after the date of issue of LOA. Further, if the 60thday 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 Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security on the strength of their registration as a Start up 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% of the original contract value:- (i)A deposit of Cash; (ii)Irrevocable Bank Guarantee; (iii)Government Securities including State Loan Bonds at 5% below the market value; (iv)Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi)Deposit in the Post Office Saving Bank; (vii)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% below market value or at the face value whichever is less. Also, FDR in favour of FA&CAO (free from any encumbrance) may be accepted.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format to be submitted by the bidder is enclosed as ANNEXURE-V in tender document. In addition to annexure V, in case of other than Company/Proprietary firm, Annexure-V(A) as enclosed in Tender Documents shall also be submitted by 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 above Certificate(s) by the bidder shall result in summarily rejection of his/ their bid And it shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he is qualifying the qualifying Criteria mentioned in the Tender Document. It will not be obligatory on the part of Tender Committee to scrutinize beyond the submitted document of tenderer as far as his qualification for the tender is concerned.
As per Advanced Correction Slip no. 2 to IRGCC, April 2022, in addition to Annexure-V, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by 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 these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
Jhansi Division:-Civil Engg work for works part in connection with Virangana lakshmibai Jhansi Development of Satellite Depot at Tikamgarh for Maintenance of Track Machines in NCR.
JHS-ENGG-E-2026-75
JHS-ENGG-E-2026-75
Open
Works - General
12 Months
Jhansi, Uttar Pradesh
₹0
₹16.7 L
13 May 2026
15 Apr 2026
29 Apr 2026
141 items across 1 schedule · ₹8,34,21,296.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 3 | Ordinary rock | cum | 300 | 498.9 | 1,49,670 |
| 4 | Hard rock (requiring blasting) | cum | 100 | 874.4 | 87,440 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1500 | 196 | 2,94,000 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 2500 | 700.5 | 17,51,250 |
| 7 | All kinds of soil | Sqm | 15000 | 34.15 | 5,12,250 |
| 8 | 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 | 120 | 7,878.5 | 9,45,420 |
| 9 | 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 | 1000 | 7,294.7 | 72,94,700 |
| 10 | 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 | 70 | 9,895.2 | 6,92,664 |
| 11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 155 | 495.75 | 76,841.25 |
| 12 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 250 | 146.15 | 36,537.5 |
| 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 | 155 | 9,045.75 | 14,02,091.25 |
| 14 | cum | 850 | 11,505.5 | 97,79,675 | |
| 15 | cum | 130 | 8,821.65 | 11,46,814.5 | |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 900 | 392.15 | 3,52,935 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 500 | 842.5 | 4,21,250 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2200 | 927.25 | 20,39,950 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 650 | 736.4 | 4,78,660 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 450 | 961.3 | 4,32,585 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm | 600 | 764.95 | 4,58,970 |
| 22 | Under 20 cm wide | Metre | 100 | 208.55 | 20,855 |
| 23 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 150 | 10,585.9 | 15,87,885 |
| 24 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 18000 | 107.85 | 19,41,300 |
| 25 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 22000 | 107.85 | 23,72,700 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 643 | 7,132.25 | 45,86,036.75 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 400 | 9,105.95 | 36,42,380 |
| 28 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 100 | 10,195.45 | 10,19,545 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 300 | 9,275.45 | 27,82,635 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 35 | 5,413.5 | 1,89,472.5 |
| 31 | Area of slab over 0.50 sqm | Sqm | 65 | 5,136.3 | 3,33,859.5 |
| 32 | Each | 10 | 978.7 | 9,787 | |
| 33 | Red sand stone - 30 mm thick gang saw cut stone | Sqm | 100 | 2,902.65 | 2,90,265 |
| 34 | 50 mm long | Each | 100 | 29.75 | 2,975 |
| 35 | 25 mm thick | Sqm | 65 | 1,979.5 | 1,28,667.5 |
| 36 | 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 | 450 | 1,267.95 | 5,70,577.5 |
| 37 | Second class teak wood | cum | 3 | 1,42,949.7 | 4,28,849.1 |
| 38 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 110 | 2,241.8 | 2,46,598 |
| 39 | 35 mm thick | Sqm | 35 | 4,940.2 | 1,72,907 |
| 40 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 3,473.85 | 4,16,862 |
| 41 | 25 mm dia (heavy type) | Metre | 90 | 186.4 | 16,776 |
| 42 | With 2nd class teak wood beading 62X19 mm | Sqm | 150 | 1,308.35 | 1,96,252.5 |
| 43 | 200x10 mm | Each | 60 | 358.4 | 21,504 |
| 44 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 10 | 1,183.3 | 11,833 |
| 45 | 125 mm | Each | 50 | 256.65 | 12,832.5 |
| 46 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 110 | 121.65 | 13,381.5 |
| 47 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 25 | 983.15 | 24,578.75 |
| 48 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 120 | 573.45 | 68,814 |
| 49 | Non decorative finish (matt finish) | Sqm | 40 | 3,997.45 | 1,59,898 |
| 50 | 25 mm thick. | Sqm | 150 | 1,912.25 | 2,86,837.5 |
| 51 | 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 | 35000 | 133.7 | 46,79,500 |
| 52 | Hot finished welded type tubes | Kg | 6500 | 194.4 | 12,63,600 |
| 53 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 650 | 772.4 | 5,02,060 |
| 54 | Dark shade pigment using ordinary cement | Sqm | 650 | 1,119.5 | 7,27,675 |
| 55 | 25 mm thick | Sqm | 350 | 1,948.25 | 6,81,887.5 |
| 56 | 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 | 150 | 1,096.55 | 1,64,482.5 |
| 57 | 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 | 250 | 1,315.3 | 3,28,825 |
| 58 | Size of Tile 600x600 mm | Sqm | 650 | 1,553.45 | 10,09,742.5 |
| 59 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 125 | 3,186.7 | 3,98,337.5 |
| 60 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 110 | 4,481.3 | 4,92,943 |
| 61 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 65 | 3,071.05 | 1,99,618.25 |
| 62 | 110 mm diameter | Metre | 650 | 377.4 | 2,45,310 |
| 63 | 110 mm | Each | 250 | 371.3 | 92,825 |
| 64 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 | Sqm | 350 | 1,744.15 | 6,10,452.5 |
| 65 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 3500 | 738.65 | 25,85,275 |
| 66 | Ridges plain (500 - 600mm) | Metre | 250 | 532.35 | 1,33,087.5 |
| 67 | Gutter (600 mm over all girth) | Metre | 150 | 1,313.7 | 1,97,055 |
| 68 | 1:6 (1 cement: 6 fine sand) | Sqm | 6500 | 333.35 | 21,66,775 |
| 69 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3000 | 262.7 | 7,88,100 |
| 70 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 5500 | 185.65 | 10,21,075 |
| 71 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 4200 | 171.1 | 7,18,620 |
| 72 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 950 | 226.25 | 2,14,937.5 |
| 73 | Two or more coats on new work | Sqm | 6500 | 146.8 | 9,54,200 |
| 74 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 20 | 851.5 | 17,030 |
| 75 | 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 | 35 | 3,551.25 | 1,24,293.75 |
| 76 | In lime mortar | cum | 140 | 1,158.1 | 1,62,134 |
| 77 | 90 mm to 45 mm size stone aggregate | cum | 800 | 2,098.4 | 16,78,720 |
| 78 | 63 mm to 45 mm size stone aggregate | cum | 500 | 1,636.05 | 8,18,025 |
| 79 | Stone screening 13.2 mm nominal size (Type A) | cum | 35 | 2,034.35 | 71,202.25 |
| 80 | Moorum | cum | 120 | 768.25 | 92,190 |
| 81 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. | Each | 200 | 904.2 | 1,80,840 |
| 82 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 3200 | 1,091.5 | 34,92,800 |
| 83 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 85 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 6 | 12,071.75 | 72,430.5 |
| 86 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 9,256.45 | 18,512.9 |
| 87 | 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 | 6 | 3,960.55 | 23,763.3 |
| 88 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,945.6 | 13,891.2 |
| 89 | 32 mm dia | Each | 12 | 119.55 | 1,434.6 |
| 90 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 53.25 | 532.5 |
| 91 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 4 | 1,607.95 | 6,431.8 |
| 92 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 4 | 1,083.5 | 4,334 |
| 93 | C.P. brass | Each | 4 | 803.7 | 3,214.8 |
| 94 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,151.9 | 11,519 |
| 95 | 100 mm dia pipe | Each | 4 | 198.15 | 792.6 |
| 96 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 598.5 | 1,197 |
| 97 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 470.45 | 940.9 |
| 98 | Sand cast iron S&S as per IS - 1729 | Each | 4 | 1,138.65 | 4,554.6 |
| 99 | 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 | 4 | 168.35 | 673.4 |
| 100 | 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 | 10 | 708.95 | 7,089.5 |
| 101 | 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 | 4 | 713.2 | 2,852.8 |
| 102 | 15 mm nominal dia Pipes | Metre | 210 | 497.8 | 1,04,538 |
| 103 | 15 mm nominal dia Pipes | Metre | 50 | 244.7 | 12,235 |
| 104 | 20 mm nominal dia Pipes | Metre | 50 | 274.3 | 13,715 |
| 105 | 25 mm nominal dia Pipes | Metre | 250 | 355.4 | 88,850 |
| 106 | 15 mm dia nominal bore | Metre | 350 | 366.4 | 1,28,240 |
| 107 | 20 mm dia nominal bore | Metre | 225 | 437.3 | 98,392.5 |
| 108 | 25 mm dia nominal bore | Metre | 175 | 551.7 | 96,547.5 |
| 109 | 15 mm dia nominal bore | Metre | 450 | 580.45 | 2,61,202.5 |
| 110 | 20 mm dia nominal bore | Metre | 350 | 635.2 | 2,22,320 |
| 111 | 50 mm dia nominal bore | Metre | 650 | 762.15 | 4,95,397.5 |
| 112 | 80 mm dia nominal bore | Metre | 250 | 1,041.7 | 2,60,425 |
| 113 | 15 mm nominal bore | Each | 60 | 353.25 | 21,195 |
| 114 | 15 mm nominal bore | Each | 25 | 406.85 | 10,171.25 |
| 115 | 20 mm nominal bore | Each | 20 | 462.5 | 9,250 |
| 116 | 15 mm nominal bore | Each | 65 | 97.75 | 6,353.75 |
| 117 | 150 mm dia pipe | Metre | 30 | 2,037 | 61,110 |
| 118 | 150 mm diameter pipe | Each | 15 | 387.4 | 5,811 |
| 119 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 120 | 15 mm nominal bore | Each | 40 | 506.8 | 20,272 |
| 121 | 15 mm nominal bore | Each | 40 | 798.95 | 31,958 |
| 122 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 123 | 15mm nominal bore | Each | 70 | 574.3 | 40,201 |
| 124 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 45 | 74.8 | 3,366 |
| 125 | 100 mm diameter | Metre | 50 | 443.6 | 22,180 |
| 126 | 150 mm diameter | Metre | 150 | 695.8 | 1,04,370 |
| 127 | 300 mm dia. R.C.C. pipe | Metre | 300 | 994.3 | 2,98,290 |
| 128 | 600 mm dia. R.C.C. pipe | Metre | 200 | 2,243.4 | 4,48,680 |
| 129 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 530.9 | 2,38,905 |
| 130 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 634.45 | 3,80,670 |
| 131 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 35 | 1,115.4 | 39,039 |
| 132 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 60 | 1,176.8 | 70,608 |
| 133 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 35 | 1,505.25 | 52,683.75 |
| 134 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 10 | 2,823.85 | 28,238.5 |
| 135 | Upto 5mm depth and 5 mm width | Metre | 150 | 96.75 | 14,512.5 |
| 136 | Anodized (AC 15 ) aluminium | Each | 63 | 107.9 | 6,797.7 |
| 137 | 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 | 300 | 638.35 | 1,91,505 |
| 138 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 30 | 8,042.3 | 2,41,269 |
| 139 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 8 | 16,112.1 | 1,28,896.8 |
| 140 | 300 mm dia | Metre | 260 | 707.75 | 1,84,015 |
| 141 | 300 mm dia | Metre | 75 | 825.7 | 61,927.5 |
| 142 | 200 mm nominal size dia | Metre | 100 | 1,113.35 | 1,11,335 |
| 143 | 200 mm nominal size dia | Metre | 70 | 1,255.7 | 87,899 |
| Schedule total | ₹8,34,21,296.2 | ||||
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SPECIALconditionTikamgarh.pdf
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Annexure-V19.10.2023.pdf
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AnnexureVIB.pdf
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Annexure-VA.pdf
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