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Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
14 Aug 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN N
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 :- Construction of Building.
63 conditions · 11 needing a document upload
In the compliance of fulfillment of Standard Financial Criteria, 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. Requisite information as per Annexure-VIB, without copies of Audited Balance Sheets duly certified by the Chartered Accountant will not be considered for evaluation of Standard Financial Criteria.
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.
In the compliance of fulfillment of Standard Financial Criteria, 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. Requisite information as per Annexure-VIB, without copies of Audited Balance Sheets duly certified by the Chartered Accountant will not be considered for evaluation of Standard Financial Criteria.
Bid Security, if submitted in the form of Bank Guarantee, the original bank guarantee shall be delivered to Sr. DEN/North/JHS at office of DRM(W)/Jhansi/NCR before closing date for submission of bids (i.e. excluding the last date of submission of bids). The Bank Guarantee to be prepared in favour of Sr. DFM/Jhansi/NCR.
Shifting of OHE depot and Tower wagon siding from DHO to MRA for better mobility of Tower wagon/staff.
JHS-ENGG-N-2026-165
JHS-ENGG-N-2026-165
Open
Works - General
12 Months
Jhansi, Uttar Pradesh
₹0
₹7.5 L
22 Jul 2026
22 Jul 2026
31 Jul 2026
126 items across 2 schedules · ₹3,76,64,844.66 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1175 | 260.3 | 3,05,852.5 |
| 2 | 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 | 500 | 196 | 98,000 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1100 | 700.5 | 7,70,550 |
| 4 | All kinds of soil | Sqm | 2000 | 34.15 | 68,300 |
| 5 | 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 | 180 | 7,878.5 | 14,18,130 |
| 6 | 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 | 210 | 7,294.7 | 15,31,887 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 250 | 392.15 | 98,037.5 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 125 | 927.25 | 1,15,906.25 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 174 | 736.4 | 1,28,133.6 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 295 | 961.3 | 2,83,583.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 25000 | 107.85 | 26,96,250 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 48 | 9,504.75 | 4,56,228 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,860.4 | 7,39,530 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 230 | 7,132.25 | 16,40,417.5 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 540 | 9,105.95 | 49,17,213 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 7,311.25 | 10,96,687.5 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 210 | 9,275.45 | 19,47,844.5 |
| 18 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 19 | Granite work | Metre | 20 | 510.95 | 10,219 |
| 20 | 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 | 200 | 1,267.95 | 2,53,590 |
| 21 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 2,392.65 | 95,706 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 2,172.1 | 86,884 |
| 24 | Fixed to steel windows by welding | Kg | 1000 | 219.1 | 2,19,100 |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 238.35 | 1,19,175 |
| 26 | With 2nd class teak wood beading 62X19 mm | Sqm | 25 | 1,308.35 | 32,708.75 |
| 27 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 60 | 228.85 | 13,731 |
| 28 | 125 mm | Each | 70 | 39.95 | 2,796.5 |
| 29 | 100X58X1.90 mm | Each | 60 | 107.1 | 6,426 |
| 30 | 250x10 mm | Each | 35 | 441.6 | 15,456 |
| 31 | 125 mm | Each | 35 | 256.65 | 8,982.75 |
| 32 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 33 | 100x75x4 mm | Each | 20 | 115.4 | 2,308 |
| 34 | 250x16 mm | Each | 6 | 260.6 | 1,563.6 |
| 35 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 36 | 100 mm | Each | 6 | 59.55 | 357.3 |
| 37 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 25 | 492.7 | 12,317.5 |
| 38 | 30 mm thick plain PVC door shutters | Sqm | 15 | 3,182.95 | 47,744.25 |
| 39 | With 12 mm mild steel U beading | Sqm | 120 | 1,228 | 1,47,360 |
| 40 | 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 | 25000 | 133.7 | 33,42,500 |
| 41 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 42 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 30 | 220.65 | 6,619.5 |
| 43 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 100 | 97.2 | 9,720 |
| 44 | 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 | 600 | 772.4 | 4,63,440 |
| 45 | 25 mm thick | Sqm | 125 | 1,948.25 | 2,43,531.25 |
| 46 | 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 | 120 | 1,096.55 | 1,31,586 |
| 47 | Size of Tile 600x600 mm | Sqm | 700 | 1,553.45 | 10,87,415 |
| 48 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 49 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 50 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 60 | 1,401.35 | 84,081 |
| 51 | 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 | 475 | 738.65 | 3,50,858.75 |
| 52 | Ridges plain (500 - 600mm) | Metre | 60 | 532.35 | 31,941 |
| 53 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2700 | 357.35 | 9,64,845 |
| 54 | Neat cement punning. | Sqm | 200 | 79.95 | 15,990 |
| 55 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5000 | 262.7 | 13,13,500 |
| 56 | 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 | 2500 | 185.65 | 4,64,125 |
| 57 | Two or more coats on new work | Sqm | 600 | 155.9 | 93,540 |
| 58 | Two or more coats on new work | Sqm | 250 | 146.8 | 36,700 |
| 59 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 700 | 6.15 | 4,305 |
| 60 | Two coats | Sqm | 7000 | 137.45 | 9,62,150 |
| 61 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 120 | 2,434.25 | 2,92,110 |
| 62 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 63 | 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 | 250 | 263.95 | 65,987.5 |
| 64 | 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 earth with lead upto 50 metres. | Sqm | 2000 | 218.9 | 4,37,800 |
| 65 | 90 mm to 45 mm size stone aggregate | cum | 400 | 2,098.4 | 8,39,360 |
| 66 | 63 mm to 45 mm size stone aggregate | cum | 375 | 1,636.05 | 6,13,518.75 |
| 67 | Red bajri | cum | 30 | 1,564.9 | 46,947 |
| 68 | Moorum | cum | 30 | 768.25 | 23,047.5 |
| 69 | 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 | 760 | 1,046.95 | 7,95,682 |
| 70 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 1600 | 60.5 | 96,800 |
| 71 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 200 | 48.2 | 9,640 |
| 72 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . | Sqm | 1800 | 252.15 | 4,53,870 |
| 73 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 1800 | 505.65 | 9,10,170 |
| 74 | 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 | 1800 | 88.55 | 1,59,390 |
| 75 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 10 | 10,117.6 | 1,01,176 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 900 | 1,091.5 | 9,82,350 |
| 77 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 78 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 79 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,301.75 | 11,508.75 |
| 80 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,683.35 | 8,416.75 |
| 81 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,940.8 | 9,881.6 |
| 82 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 349.15 | 698.3 |
| 83 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,648.95 | 6,595.8 |
| 84 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 2 | 4,048.65 | 8,097.3 |
| 85 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 86 | 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 | 5 | 168.35 | 841.75 |
| 87 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 5 | 231.95 | 1,159.75 |
| 88 | 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 | 5 | 708.95 | 3,544.75 |
| 89 | 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 | 5 | 713.2 | 3,566 |
| 90 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 10 | 107.2 | 1,072 |
| 91 | 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 | 14,999.15 | 29,998.3 |
| 92 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 2 | 7,979.2 | 15,958.4 |
| 93 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 224.95 | 11,247.5 |
| 94 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 70 | 265.05 | 18,553.5 |
| 95 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 500 | 597.75 | 2,98,875 |
| 96 | PPR Union 20mm | Each | 25 | 315.5 | 7,887.5 |
| 97 | PPR Union 25mm | Each | 20 | 334 | 6,680 |
| 98 | PPR Union 63mm | Each | 40 | 913 | 36,520 |
| 99 | 15 mm dia nominal bore | Metre | 50 | 580.45 | 29,022.5 |
| 100 | 20 mm dia nominal bore | Metre | 75 | 635.2 | 47,640 |
| 101 | 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 | 5000 | 11 | 55,000 |
| 102 | 15 mm nominal bore | Each | 5 | 506.8 | 2,534 |
| 103 | 15 mm nominal bore | Each | 5 | 670.45 | 3,352.25 |
| 104 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 125.6 | 628 |
| 105 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 5 | 161.2 | 806 |
| 106 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 118.5 | 592.5 |
| 107 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 5 | 208.45 | 1,042.25 |
| 108 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 5 | 112.8 | 564 |
| 109 | 100 mm nominal dia | Each | 5 | 37.6 | 188 |
| 110 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 5 | 182.1 | 910.5 |
| 111 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 5 | 257.6 | 1,288 |
| 112 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 5 | 156.9 | 784.5 |
| 113 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 5 | 111.45 | 557.25 |
| 114 | 15 mm nominal bore with 30cm length | Each | 10 | 96.35 | 963.5 |
| 115 | 15 mm nominal bore | Each | 5 | 8,803.7 | 44,018.5 |
| 116 | 450 mm dia RCC pipes. | Metre | 50 | 2,676.55 | 1,33,827.5 |
| 117 | 600 mm dia RCC pipes. | Metre | 120 | 3,401.25 | 4,08,150 |
| 118 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| 119 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 634.45 | 95,167.5 |
| 120 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 50 | 1,115.4 | 55,770 |
| 121 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 122 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 5 | 2,823.85 | 14,119.25 |
| 123 | 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 | 25 | 638.35 | 15,958.75 |
| Schedule total | ₹3,75,61,411.65 | ||||
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nit.pdf
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SPECIALcondition_1.pdf
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PROFORMACONTRACTOR.pdf
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Annexure-VA.pdf
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ACS4toGCC_1.pdf
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ACS 3 to IRGCC, April 2022
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ACS5toGCC.pdf
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Labourcodeconditions.pdf
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GCC2022ACS-3_20230426_114140.pdf
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MaterialSpecification..pdf
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TenderDocument01.01.2024.pdf
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Annexure-V19.10.2023.pdf
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AnnexureVIB.pdf
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ACS2toIRGCCApril2022.pdf
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ACStoGCC2022.pdf
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GCCACS11.pdf
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ACS9.pdf
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GCC-2022_1.pdf
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GCCACS10.pdf
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GCCACS6.pdf
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Rly_Bd_Letter_Dt.14.05.2024.pdf
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ACS7.pdf
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GCCACS8.pdf
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ApprovedlabforNCRDtd08.04.24.pdf
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