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Tender Value
₹102.6 Cr
EMD Value
₹2.1 Cr
Closing Date
28 Sept 2026, 3:00 pmDue tomorrow
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GSU KGP
30 conditions · 4 needing a document upload
The tenderer/tenderers shall be eligible only if he/they fulfill Eligibility Criteria of having received total contract amount during the last three financial years and in the current financial year with a minimum of 150 percent of the advertised tender value. Authentic Certificates shall be produced by the Tenderer/Tenderers to this effect which may be an attested Certificate from the employer/client, Audited Balance sheet duly certified by the Chartered Accountant etc.
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 and '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.
The JV shall satisfy the requirement of "Financial Eligibility" mentioned above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned above. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note: Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above mentioned financial eligibility criteria in the tender under consideration.
The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfilment of financial Eligibility Criteria should be with UDIN, failing which the offer is likely to be rejected without any further reference
120 conditions · 6 needing a document upload
Compliance with the GST Act, 2017 - Change in para (a) of clause 6, part I of Indian Railway Standard General Conditions of Contract, April'2022.
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 that 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 state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt.& 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.
Rate of ballast is inclusive of Royalty @ Rs.250/- and DMF @ Rs.75/-. In case of increase or decrease in Royalty and DMF rate, same will be either paid by railway or recovered from the agency as the case may be.
All the bidders / tenderers should ensure that they are GST compliant and their quoted rates are as per GST law.
Tender value is inclusive of GST. Agencies must quote their rates including GST.
In the instant tender GST is applicable at the rate of 18% (Eighteen percent).
However, inter se ranking will be done on the quoted value including GST applicable on the date of opening.
In case of increase or decrease in GST rate, same will be either paid by railway or recovered from the agency as the case may be.
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.
In case damage is caused to OFC / Quad cable / signaling cable during execution of the work, the contractor is liable to pay a penalty for damaging the cable. Penalty shall not be levied in case of the following: (i) Detailed cable route plan not provided by concerned department or cable is not protected as per laid down procedures, (ii) The alignment of the cable does not tally with the information provided to the contractor, (iii) The cable depth is found to be less than 800 mm from normal ground level, (iv) No representative of S&T department / Rail Tel was available at site guarding the cables on the fixed pre determined date and time. Penalty to be imposed for damages to cable shall be as under: (a) Only Quad cable or Signaling cable ----- Rs.1.00 Lakh per location, (b) Only OFC ----- Rs.1.25 Lakh per location, (c) Both OFC & Quad -- --- Rs.1.50 Lakh per location, (d) Electrical Cable ----- Rs.1.00 Lakh per location. (Telecom Circular No. 17/2013 issued by Railway Board vide No. 2003/Tele/RCIL/1 Pt.IX dated 24.06.2013 is binding to this contract and should be followed in spirit).
If necessary, the contractor have to make drawings/designs of the subjected work (or part of work) and have to make it approved from any recognized Govt. college/university/institution and if necessary have to make it signed by Railway officials of his own.
The contractor for carrying out any construction work in West Bengal/Jharkhand must get themselves registered from the Registering Officer under Section-7 of the Building and Other Construction Workers Act, 1996 and rules made thereto by the Jharkhand/West Bengal government and submit certificate of registration issued from the Registering Officer of the West Bengal state govt.(labour department). For enactment of this Act, the contractor shall be required to pay cess @ 1% of cost of construction work to be deducted form each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item.
Deduction for Royalty charges would be dealt as per prevailing rules
Royalty charges, at the rate prescribed from time to time will be recovered from the contractor s each and every on account bill and final bill of supply for the supplied ballast at the rate notified by the concerned state Govt. (mining authorities) and will be kept under deposit with Railway. The royalty charges so recovered will berefunded back to the contractor after submission of the royalty clearance certificate by the contractor to the Railway authority
The ballast has to be supplied as per the enclosed special condition & specification as attached in document.
As per latest CE s Circular No. 271, Transparency Board is to be provided at work site by the agency free of cost as per direction of Engineer-In-Charge.
In case of exigency, the contractor has to execute the work in any section of CPM/GS/KGP.
All materials to be supplied by the contractor should be got approved by the Engineer-in-charge before use in the work.
Unless specifically mentioned in the schedule of rates all materials required for execution of work will be supplied by the contractor free of cost as per standard specifications and approved by the Engineer-in-charge.
Contractor will be responsible for safety of staff working on site of work. All safety measure will be taken by contractors for movement of traffic during the operation.
On Completion of the work rubbish, unused materials etc. if any should be removed and deposited at nominated place and as directed and the same are to be made neat and clean. No extra will be paid for this.
Tenderer or contractor will have to execute the work taking necessary precautions for safety of works, Passenger, traffic etc.
Necessary materials must be available in the contractor's godown to attend any break down.
Engineering Guide line (Civil) to be followed by the contractor to supervise the work. The contractor also has to provide water meter suitable to delivery pipe of pump as a part of a contract without charging any cost from the Railway
The non schedule items should be inclusive of all lead, lift, taxes, fabrication, fitting and all other charges if any.
Tenderer/s should furnish their GST Registration No. along with the tender document.
The mode of payment through 'Letter of Credit' for all tenders having advertised value of Rs. 10 lakh and above as per Railway Board's letter No. 2018/CE-I/CT/9, Dtd.04.06.2018 has been followed . Copy attached in document.
Contractor shall not start any work without the presence of the IOW or PWI at site. In case the contractor's representative starts any work in absence of IOW or PWI, it shall be treated as unauthorized and illegal tampering with the track and shall be liable for action
The Railway shall not guarantee any provision for supplying electrical power or road approach to the site of work or for granting of block to the FOB or blocks for OHE power or traffic or any other facilities not committed to in the schedule. Granting permission for any of these or others in any as required or demanded by the Agency shall only depend on the feasibility and situation. Therefore the Agency shall not have any claim in this regard.
Medium class sand to be used in the plastering works.
All GI Pipe line works is to be carried out only with the approved brand,medium class as per the I.S.Specification i.e. G.I.pipe of Jindal/Bansal/Tata Brand or other equivalent brand as will be approved by ADEN concerned are to be supplied and used. Meterials should be got confirm to the approval of the Engineer in charge or his authorised representative at site to ensure that only approved brand of pipes are supplied and used by the Contractor. Contractor has to produce the necessary vouchers for procurement of pipes of approved medium varieties and proper accountal of pipes will have to be maintained by I.O.W
The rates are inclusive of all taxes where applicable and other charges as leviable by the State Government/Central Government
Tenderer has to make his own service Road for carrying materials and equipment's. No separate payment will be made for this purpose. However, Railway will allow to make such Road in the available Railway Land.
All the steel work and fitting materials like M.S plate, M.S.bolts, rivets, service bolts, nuts, washers, electrodes etc. will conform to relevant IS specifications
All safety measure will be taken by contractors for movement of traffic during the operation
During the course of work steel are to be got tested by the contractor at their own cost to ascertain their conformity to specification as and when required by the Engineer-in-charge or his authorized representative.
All the scrap and released materials to be returned to the Railway as per instructions given by the Engineer in - charge or his authorized representative at their nominated places after completion of the work.
The steel that will be supplied by the contractor should conform to I.S. 226/I.S. 1977 for mild steel and I.S. 1481 for rivets followed with latest corrections if any. All steel section, Rivets, Paint, etc. are to be got tested as per relevant BIS codes at the contractors expense by the Chief Chemist and Metallurgist, S.E.Railway , Kharagpur or at National Test House, Alipore, Kolkata or at IIT, Kharagpur as found convenient by the Railway. If the test results does not confirm to the relevant IS specifications, the whole lot / lots of materials shall be rejected and got removed from the site by the contractor at the contractor s cost. No payment will be made for rejected works. Manufactures test certificate is to be submitted by the contractor along with necessary purchase vouchers etc.
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 Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account
The agency should depute a trained and certified supervisor duly certified by AEN.
The Contractor should be make available all the necessary tools, plants and equipment for execution of the above work at site during execution of work.
The vehicles and equipment of contractors can be drafted 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.
No compensation towards any accident what so ever will be paid by the Railway
Special Condition of Civil work is attached.
Special Condition of P.Way work is attached.
Special conditions of contracts for all contracts is attached.
carry out the Electrical portion work by Electrical contractor having valid electrical license. 2. The work will be executed under supervision of SSE(Electrical) of concerned section and all the measurements, MB related to electrical work will be recorded by him. 3. All the necessary drawings and Makes of Schedule items are to be got approved before supply by Sr.DEE(G)/KGP. 4. Inspection and Testing by Rites /authorized railway representative to be followed as per extant rules. 5. All the electrical equipment's will be star rated and energy efficient. 6. MCBs are to be 'C' type and MCCBs are to be microprocessor based. 7. On Account payment is to be done as per the payment conditions enclosed
Special condition for Amrit Bharat station improvement work :
Billing will be done by contractor's eMB on IRWCMS.
Contractor should deploy one civil graduate engineer, one civil diploma engineer and one electrical engineer (graduate/diploma) at each station
In case of non deployment of engineer/quantity surveyor at each station, Rs. 40000/- per month per engineer will be deducted.
A quantity surveyor with working knowledge of measurement and, one surveyor with required surveying instruments and one draftsman having expertise of drafting on Auto Cad must be deputed for this work.
Within 15 days of issue of LoA, contractor will submit detailed bar chart, and also submit fortnightly progress report wrt bar chart. Penalty to the tune of Rs. 50000/- per month will be imposed for non-submission of progress report.
Contractor should also submit indemnity bond for advance payment as prescribed in in format as prescribed by Railway .
Contractor has to set up site office at each station on Railway premises having suitable facilities including office room with desktop computer and printing facility
Formwork for all types of RCC works shall be made only with MS shuttering plates and MS pipe staging.
All architectural and Structural plans, design and proof check from reputed Govt. institutions as required during execution of work will be done by contractor, for which no additional payment will be made.
In case of cable cuts, action will be taken as per RB's letter no. 40.10 2003/Tele/RCIL/1 Pt. IX dated 24.06.2013 with updated correction slips as may be issued by RB from time to time.
The items covered under CPWD DSR-2021, CPWD Horticulture 2020 and SER-USSOR-2021 are tentative and approximate and these are considered for evaluation of DV only. However the items covered under CPWD DSR-2021, CPWD Horticulture 2020 and SER-USSOR-2021 may be altered within the scope of work as per instruction of Engineer- in Charge according to site requirement if required. Decision of Engineer in Charge in this regard will be final and binding to all.
IF required, contractor should mobillse to do night working for which they will be required to have their own sufficient lighting arrangement. No extra payment will be admissible on this account.
The Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account
The quantities specified in the tender schedule are only approximate and liable to vary.
If necessary, the contractor have to make drawings/designs of the subjected work (or part of work) and have to make it approved from any recognized Govt. college/university/institution and if necessary have to make it signed by Railway officials of his own.
The contractor for carrying out any construction work in West Bengal/Jharkhand must get themselves registered from the Registering Officer under Section-7 of the Building and Other Construction Workers Act, 1996 and rules made thereto by the Jharkhand/West Bengal government and submit certificate of registration issued from the Registering Officer of the West Bengal state govt.(labour department). For enactment of this Act, the contractor shall be required to pay cess @ 1% of cost of construction work to be deducted form each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item.
As per latest CE s Circular No. 271, Transparency Board is to be provided at work site by the agency free of cost as per direction of Engineer-In-Charge.
All materials to be supplied by the contractor should be got approved by the Engineer-in-charge before use in the work.
Unless specifically mentioned in the schedule of rates all materials required for execution of work will be supplied by the contractor free of cost as per standard specifications and approved by the Engineer-in-charge.
Contractor will be responsible for safety of staff working on site of work. All safety measure will be taken by contractors for movement of traffic during the operation.
On Completion of the work rubbish, unused materials etc. if any should be removed and deposited at nominated place and as directed and the same are to be made neat and clean. No extra will be paid for this.
Tenderer or contractor will have to execute the work taking necessary precautions for safety of works, Passenger, traffic etc.
Necessary materials must be available in the contractor's godown to attend any break down.
Engineering Guide line (Civil) to be followed by the contractor to supervise the work. The contractor also has to provide water meter suitable to delivery pipe of pump as a part of a contract without charging any cost from the Railway.
The non schedule items should be inclusive of all lead, lift, taxes, fabrication, fitting and all other charges if any.
Tenderer/s should furnish their GST Registration No. along with the tender document.
The mode of payment through 'Letter of Credit' for all tenders having advertised value of Rs. 10 lakh and above as per Railway Board's letter No. 2018/CE-I/CT/9, Dtd.04.06.2018 has been followed . Copy attached in document.
Contractor shall not start any work without the presence of the IOW or PWI at site. In case the contractor's representative starts any work in absence of IOW or PWI, it shall be treated as unauthorized and illegal tampering with the track and shall be liable for action.
The Railway shall not guarantee any provision for supplying electrical power or road approach to the site of work or for granting of block to the FOB or blocks for OHE power or traffic or any other facilities not committed to in the schedule. Granting permission for any of these or others in any as required or demanded by the Agency shall only depend on the feasibility and situation. Therefore the Agency shall not have any claim in this regard.
Medium class sand to be used in the plastering works.
All GI Pipe line works is to be carried out only with the approved brand,medium class as per the I.S.Specification i.e. G.I.pipe of Jindal/Bansal/Tata Brand or other equivalent brand as will be approved by ADEN concerned are to be supplied and used. Meterials should be got confirm to the approval of the Engineer in charge or his authorised representative at site to ensure that only approved brand of pipes are supplied and used by the Contractor. Contractor has to produce the necessary vouchers for procurement of pipes of approved medium varieties and proper accountal of pipes will have to be maintained by SSE.
The rates are inclusive of all taxes where applicable and other charges as leviable by the State Government/Central Government.
Tenderer has to make his own service Road for carrying materials and equipment's. No separate payment will be made for this purpose. However, Railway will allow to make such Road in the available Railway Land.
All the steel work and fitting materials like M.S plate, M.S.bolts, rivets, service bolts, nuts, washers, electrodes etc. will conform to relevant IS specifications.
All safety measure will be taken by contractors for movement of traffic during the operation.
During the course of work steel are to be got tested by the contractor at their own cost to ascertain their conformity to specification as and when required by the Engineer-in-charge or his authorized representative.
All the scrap and released materials to be returned to the Railway as per instructions given by the Engineer in - charge or his authorized representative at their nominated places after completion of the work.
The steel that will be supplied by the contractor should conform to I.S. 226/I.S. 1977 for mild steel and I.S. 1481 for rivets followed with latest corrections if any. All steel section, Rivets, Paint, etc. are to be got tested as per relevant BIS codes at the contractors expense by the Chief Chemist and Metallurgist, S.E.Railway , Kharagpur or at National Test House, Alipore, Kolkata or at IIT, Kharagpur as found convenient by the Railway. If the test results does not confirm to the relevant IS specifications, the whole lot / lots of materials shall be rejected and got removed from the site by the contractor at the contractor s cost. No payment will be made for rejected works. Manufactures test certificate is to be submitted by the contractor along with necessary purchase vouchers etc.
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 Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account.
The agency should depute a trained and certified supervisor duly certified by ADEN.
The Contractor should be make available all the necessary tools, plants and equipment for execution of the above work at site during execution of work.
The vehicles and equipment of contractors can be drafted 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.
No compensation towards any accident what so ever will be paid by the Railway.
Construction of new 6.0 m wide FOB in lieu of existing old FOB at Deulti, Ghoraghata, Jakpur, Shyamchak, Fuleswar, Chengail, Bauria, Nalpur, Sankail, Narayan Pakuria Murail, Bhogpur, Nandaigajan and Jaleswar stations (13 nos. Stations).And construction of Ramped Subways at Dasnagar and Tikiapara Railway Stations.
E-KGP-GS-06-2026~SER
E-KGP-GS-06-2026
Open
Works - General
18 Months
Paschim Medinipur, West Bengal
₹0
₹2.1 Cr
28 Aug 2026
28 Aug 2026
14 Sept 2026
225 items across 3 schedules · ₹90,78,20,376.19 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1222 | 174.04 | 2,12,676.88 |
| 2 | 2km | cum | 6 | 245.82 | 1,474.92 |
| 3 | Beyond 5 km upto 10 km per km | cum- km | 1750 | 23.16 | 40,530 |
| 4 | 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 | 1200 | 494.1 | 5,92,920 |
| 5 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 1150 | 227.18 | 2,61,257 |
| 6 | All kinds of soil | cum | 2530 | 177.5 | 4,49,075 |
| 7 | Depth not exceeding 1.5 m | Sqm | 1782 | 139.95 | 2,49,390.9 |
| 8 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 1436 | 155.3 | 2,23,010.8 |
| 9 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 148 | 189.65 | 28,068.2 |
| 10 | 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 | 405 | 196 | 79,380 |
| 11 | 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 | 59000 | 700.5 | 4,13,29,500 |
| 12 | All kinds of soil | cum | 250 | 126.8 | 31,700 |
| 13 | Ordinary or hard rock | cum | 120 | 227.4 | 27,288 |
| 14 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 703 | 2,123.75 | 14,92,996.25 |
| 15 | All kinds of soil | Sqm | 298 | 34.15 | 10,176.7 |
| 16 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead(measured stacks will be reduced by 20% for payment). | cum | 520 | 281.05 | 1,46,146 |
| 17 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 50 | 8,340.85 | 4,17,042.5 |
| 18 | 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 | 1210 | 7,878.5 | 95,32,985 |
| 19 | 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 | 17 | 7,294.7 | 1,24,009.9 |
| 20 | Foundations, footings, bases for columns | Sqm | 3378 | 392.15 | 13,24,682.7 |
| 21 | 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 | 705 | 9,045.75 | 63,77,253.75 |
| 22 | 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 | 5 | 8,583.4 | 42,917 |
| 23 | 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 | 790 | 10,852.95 | 85,73,830.5 |
| 24 | cum | 640 | 11,505.5 | 73,63,520 | |
| 25 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2455 | 392.15 | 9,62,728.25 |
| 26 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 27 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3610 | 927.25 | 33,47,372.5 |
| 28 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1248 | 736.4 | 9,19,027.2 |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 4226 | 961.3 | 40,62,453.8 |
| 30 | Stairs, (excluding landings) except spiral-staircases | Sqm | 3300 | 764.95 | 25,24,335 |
| 31 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 90 | 384.3 | 34,587 |
| 32 | 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 | 560 | 10,585.9 | 59,28,104 |
| 33 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the 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 | 236 | 13,899.2 | 32,80,211.2 |
| 34 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 452300 | 107.85 | 4,87,80,555 |
| 35 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 107.85 | 21,57,000 |
| 36 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 850 | 9,504.75 | 80,79,037.5 |
| 37 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 302 | 9,655.7 | 29,16,021.4 |
| 38 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 700 | 9,806.7 | 68,64,690 |
| 39 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 425 | 9,860.4 | 41,90,670 |
| 40 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 59 | 10,011.35 | 5,90,669.65 |
| 41 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 750 | 10,162.35 | 76,21,762.5 |
| 42 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 874 | 733.5 | 6,41,079 |
| 43 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 17 | 7,370.65 | 1,25,301.05 |
| 44 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 86 | 7,132.25 | 6,13,373.5 |
| 45 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 6,504.9 | 6,50,490 |
| 46 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 100 | 6,295.15 | 6,29,515 |
| 47 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 9,344.35 | 4,67,217.5 |
| 48 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,105.95 | 4,55,297.5 |
| 49 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 300 | 905.05 | 2,71,515 |
| 50 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 60 | 1,123.8 | 67,428 |
| 51 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 8 | 9,095.05 | 72,760.4 |
| 52 | Area of slab upto 0.50 sqm | Sqm | 700 | 5,413.5 | 37,89,450 |
| 53 | Area of slab over 0.50 sqm | Sqm | 1350 | 5,136.3 | 69,34,005 |
| 54 | Area of slab upto 0.50 sqm | Sqm | 1000 | 4,170.7 | 41,70,700 |
| 55 | Area of slab over 0.50 sqm | Sqm | 4200 | 3,848.7 | 1,61,64,540 |
| 56 | Granite work | Metre | 85 | 510.95 | 43,430.75 |
| 57 | 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 | 15 | 1,267.95 | 19,019.25 |
| 58 | 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 metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm 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 items. 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 Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 1000 | 5,015.05 | 50,15,050 |
| 59 | Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & above). (Height above 2.5 meter). | Sqm | 3 | 7,732.85 | 23,198.55 |
| 60 | 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 | 108600 | 117.35 | 1,27,44,210 |
| 61 | 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 | 2052100 | 133.7 | 27,43,65,770 |
| 62 | Hot finished welded type tubes | Kg | 447500 | 194.4 | 8,69,94,000 |
| 63 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 9900 | 97.2 | 9,62,280 |
| 64 | Providing and fixing bolts including nuts and washers complete. | Kg | 11642 | 159.35 | 18,55,152.7 |
| 65 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 14400 | 172.6 | 24,85,440 |
| 66 | 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 | 43200 | 772.4 | 3,33,67,680 |
| 67 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In- charge. | Kg | 3 | 130.5 | 391.5 |
| 68 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 3 | 614.2 | 1,842.6 |
| 69 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 5 | 8,595.15 | 42,975.75 |
| 70 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 3750 | 1,328.35 | 49,81,312.5 |
| 71 | Dark shade pigment using ordinary cement | Sqm | 2000 | 1,119.5 | 22,39,000 |
| 72 | 25 mm thick | Sqm | 20 | 1,948.25 | 38,965 |
| 73 | Size of Tile 600 x 600 mm | Sqm | 20 | 1,453.65 | 29,073 |
| 74 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 505 | 6,603.35 | 33,34,691.75 |
| 75 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 700 | 3,186.7 | 22,30,690 |
| 76 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 700 | 4,481.3 | 31,36,910 |
| 77 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 800 | 3,071.05 | 24,56,840 |
| 78 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 595 | 195.6 | 1,16,382 |
| 79 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 80 | 110 mm bend | Each | 16 | 150.35 | 2,405.6 |
| 81 | 110 mm | Each | 40 | 371.3 | 14,852 |
| 82 | 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 | 13060 | 738.65 | 96,46,769 |
| 83 | Ridges plain (500 - 600mm) | Metre | 1908 | 532.35 | 10,15,723.8 |
| 84 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 160 | 1,808.65 | 2,89,384 |
| 85 | 1:4 (1 cement: 4 fine sand) | Sqm | 90 | 347.05 | 31,234.5 |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 333.35 | 16,667.5 |
| 87 | 1:4 (1 cement: 4 fine sand) | Sqm | 750 | 399.45 | 2,99,587.5 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 1075 | 383 | 4,11,725 |
| 89 | 1:4 (1 cement: 4 fine sand) | Sqm | 50 | 471.35 | 23,567.5 |
| 90 | 1:6 (1 cement: 6 coarse sand) | Sqm | 60 | 395.35 | 23,721 |
| 91 | 1:3 (1 cement: 3 fine sand) | Sqm | 40 | 439.25 | 17,570 |
| 92 | 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 | 215 | 185.65 | 39,914.75 |
| 93 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1064 | 116.9 | 1,24,381.6 |
| 94 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2701 | 160.6 | 4,33,780.6 |
| 95 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 100 | 67.4 | 6,740 |
| 96 | On concrete work | Sqm | 3400 | 235.15 | 7,99,510 |
| 97 | Two or more coats on new work | Sqm | 57640 | 146.8 | 84,61,552 |
| 98 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1040 | 6.15 | 6,396 |
| 99 | One or more coats on old work | Sqm | 25 | 102.8 | 2,570 |
| 100 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 29 | 75.8 | 2,198.2 |
| 101 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 500 | 80.65 | 40,325 |
| 102 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | Kg | 3 | 120.75 | 362.25 |
| 103 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 568 | 2,434.25 | 13,82,654 |
| 104 | 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 | 443 | 3,551.25 | 15,73,203.75 |
| 105 | In cement mortar | cum | 59 | 2,060.2 | 1,21,551.8 |
| 106 | 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 | 181496 | 5.65 | 10,25,452.4 |
| 107 | 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 | 110000 | 3.85 | 4,23,500 |
| 108 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 180 | 266.45 | 47,961 |
| 109 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 70 | 54.65 | 3,825.5 |
| 110 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 240 | 2,818.9 | 6,76,536 |
| 111 | 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 | 1627 | 263.95 | 4,29,446.65 |
| 112 | 90 mm to 45 mm size stone aggregate | cum | 250 | 2,098.4 | 5,24,600 |
| 113 | 63 mm to 45 mm size stone aggregate | cum | 120 | 1,636.05 | 1,96,326 |
| 114 | Moorum | cum | 400 | 768.25 | 3,07,300 |
| 115 | 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 | 150 | 1,046.95 | 1,57,042.5 |
| 116 | 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 | 150 | 7,993.8 | 11,99,070 |
| 117 | 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 | 1340 | 972 | 13,02,480 |
| 118 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. | Sqm | 270 | 131.75 | 35,572.5 |
| 119 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 120 | 402.95 | 48,354 |
| 120 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 218 | 4,950.9 | 10,79,296.2 |
| 121 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 218 | 5,272.05 | 11,49,306.9 |
| 122 | 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 | 720 | 2,017.6 | 14,52,672 |
| 123 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1125 | 1,091.5 | 12,27,937.5 |
| 124 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 100 | 272 | 27,200 |
| 125 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 292 | 318.35 | 92,958.2 |
| 126 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 100 | 580.1 | 58,010 |
| 127 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 200 | 450.95 | 90,190 |
| 128 | 25 to 40 mm nominal bore | Each | 2 | 911.9 | 1,823.8 |
| 129 | 50 to 80 mm nominal bore | Each | 2 | 1,785.35 | 3,570.7 |
| 130 | 32 mm nominal bore. | Each | 2 | 689.6 | 1,379.2 |
| 131 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 132 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 21 | 112.8 | 2,368.8 |
| 133 | 100 mm diameter S.W. pipe | Metre | 30 | 964.75 | 28,942.5 |
| 134 | 500 mm dia piles | Metre | 5140 | 2,703.25 | 1,38,94,705 |
| 135 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 15 | 54,771.5 | 8,21,572.5 |
| 136 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 15 | 530.9 | 7,963.5 |
| 137 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 5 | 1,505.25 | 7,526.25 |
| 138 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer- in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 1890 | 5,325.9 | 1,00,65,951 |
| 139 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 5500 | 1,525.6 | 83,90,800 |
| Schedule total | ₹72,23,46,716.45 | ||||
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