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Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
14 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (M & P)
EAST TENDE
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC- 2022and as per Railway BoardAdvancecorrection slip No.1 dated 14-07- 2022The tenderer must have minimum average annual contractualturnover ofV/Nor "V" which ever is less: where V= Advertised value of the tender in crores of Rupees N= Numberof yearsprescribed for completion of work for which bids have been invited. The average annual contractualturnover shallbe calculated as an average of "total contractual payments" in the previous three financial years,as per theaudited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, theaudited balance sheet of the fourth previous year shall be considered for calculating average annualcontractualturnover. The tenderers shall submit requisite information asper Annexure-F (Annexure-VIB of GCC),along withcopies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate fromCharteredAccountant duly supported by Audited Balance Sheet
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022 (As per Advanced Correction slipNo,1dated.14.07.2022 to GCC-2022) and the same is mentioned in para no.10.2 page no. 15 of this tenderdocument.Tenderershould attach Self-attested/ Digitally signed copy of Certificate showing minimum averageannualcontractualturnover as per Annexure VIB of IRSGCC-2022 (As per Advanced Correction slipNo,1dated.14.07.2022 to GCC2022) in Annexure - "F"Page-32 of Master Document 1 attached to the tender
Similar Nature of Work : " "C-II : Any Civil Engineering Works (excluding Track works/Zonal works)" (as perHQrs letter No. W.148/P/SNW/2025dated.02.12.2025, with the Approval of PCE/SCR)"
Technical Eligibility Criteria: as per Clause 10.1 of Part-I of IRSGCC- 2022(a) The tenderer must havesuccessfullycompleted or substantially completed any one of the following categories of work(s) during last07(seven) years,ending last day of month previous to the one in which tender is invited: (i) Three similar workseach costing notless than the amount equal to 30% of advertised value of the tender, or (ii) Two similar workseach costing notless than the amount equal to 40% of advertised value of the tender, or (iii) One similar workcosting not less thanthe amount equal to 60% of advertised value of the tender
In case of tenders for composite works involving more than one distinct component such as Civil Engineering, S&T, Electrical, OHE works, etc., and major bridges involving substructure, superstructure, etc., the tenderer must have successfully completed or substantially completed, during the last 07 (seven) years ending on the last day of the month previous to the month in which the tender is invited, either (i) three similar works each costing not less than 30% of the advertised value of each component, or (ii) two similar works each costing not less than 40% of the advertised value of each component, or (iii) one similar work costing not less than 60% of the advertised value of each component; separate completed works of the minimum required value shall also be considered for fulfilling the technical eligibility criteria for different components. The components in a composite work shall be clearly pre- defined in the tender documents along with their estimated tender cost, and only those components stipulated for technical eligibility shall be 1.1.1 considered for evaluation. The remaining components may be executed by the tenderer himself, through an eligible subcontractor, or jointly, partly by himself and partly through a subcontractor, with prior written approval of the Chief Engineer. Where subcontracting is proposed and specifically required under the Special Conditions, a duly notarised and legally enforceable formal agreement between the main contractor and subcontractor shall be submitted along with the offer. The subcontractor shall have successfully completed at least one similar work, through a works contract, during the last 05 (five) years, costing not less than 35% of the value of the work proposed to be sublet; however, for subletting works costing up to Rs.50 lakh, no previous work experience of the subcontractor shall be insisted upon by the Railway. If the contractor needs to change the subcontractor after award of the contract or during execution, the replacement subcontractor shall fulfil the requirements of Clause 7 of the Standard General Conditions of Contract and shall be appointed only with the prior written approval of the Chief Engineer.
Note for Item 10.1 of IRSGCC-2022: Work experience certificate from private individual shall not beconsidered. However, in addition to work experience certificates issued by any Govt. Organization, workexperience certificate issued by Public listed company having average annual turnover of Rs 500 crore and abovein last 3financial years excluding the current financial year, listed on National Stock Exchange or BombayStock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also beconsidered 1.1.2 provided the work experience certificate has been issued by a person authorized by the Public listedcompany to issue such certificates. In case tenderer submits work experience certificate issued by public listedcompany, the tenderer shall also submit along with work experience certificate, the relevant copy of work order,bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates forall payments received and copy offinal/last bill paid by company in support of above work experience certificate
17 conditions · 5 needing a document upload
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 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.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWD DSR rates.Tenderershould note this before quoting the rates
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to theofficial nominated (i.e.OS/Tenders/Engg)/BZA Division) as indicated in the tender document before closingdate for submission of bids (i.e.excluding the last date of submission of Bids)
All the instructions furnished in the Technical Compliance /Commercial Compliance / Custom/Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC/ Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere tothe instruction and directions given therein
SW I: ELS/BZA : (i) Extension of the existing Electronic Lab (G) to G+1 (38x14.16 mtrs) along with necessary provision for lift. (ii) Construction of new building (G+1) (36.5x14.8 mtrs) along with necessary provision for lift duly dismantling existing CMS Lab, M2 section & E3 Store room.SW II: ELS/BZA - Provision of Bogie Drop Pit at Electric loco shed, Vijayawada. Modification of existing Pit in HL bay to suit for Drop pit of size 11x2.8x5 Mtrs. (Approx. LxWxH) at HL bay towards BZA end
E-29-EAST-BZA-2026~SCOR
E-29-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹10.0 L
21 Sept 2026
21 Sept 2026
30 Sept 2026
103 items across 4 schedules · ₹5,89,36,503.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2550 | 177.5 | 4,52,625 |
| 2 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 270 | 218.2 | 58,914 |
| 3 | 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 | 1476.33 | 196 | 2,89,360.68 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 276 | 2,123.75 | 5,86,155 |
| 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 | 147.53 | 7,878.5 | 11,62,315.11 |
| 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 | 170.33 | 7,294.7 | 12,42,506.25 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 1140 | 410.85 | 4,68,369 |
| 8 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 7006.55 | 18.15 | 1,27,168.88 |
| 9 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. | cum/m depth | 571.25 | 1,098.8 | 6,27,689.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 715 | 392.15 | 2,80,387.25 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 421.6 | 842.5 | 3,55,198 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1710 | 927.25 | 15,85,597.5 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2310 | 736.4 | 17,01,084 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1158.12 | 961.3 | 11,13,300.76 |
| 15 | Under 20 cm wide | Metre | 318 | 208.55 | 66,318.9 |
| 16 | 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 | 25.92 | 10,585.9 | 2,74,386.53 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 662.27 | 9,655.7 | 63,94,680.44 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 567.58 | 10,011.35 | 56,82,242.03 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 184.48 | 733.5 | 1,35,316.08 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 11.04 | 7,370.65 | 81,371.98 |
| 21 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 545.86 | 8,752.55 | 47,77,666.94 |
| 22 | 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 | 100 | 1,267.95 | 1,26,795 |
| 23 | Second class teak wood | cum | 3.64 | 1,42,949.7 | 5,20,336.91 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 72 | 3,167.95 | 2,28,092.4 |
| 25 | 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 | 120 | 228.85 | 27,462 |
| 26 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 60 | 854.65 | 51,279 |
| 27 | 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 | 18 | 983.15 | 17,696.7 |
| 28 | 125 mm | Each | 60 | 231.05 | 13,863 |
| 29 | 300x16 mm | Each | 60 | 303.25 | 18,195 |
| 30 | 250x16 mm | Each | 6 | 260.6 | 1,563.6 |
| 31 | 250x10 mm | Each | 60 | 115.15 | 6,909 |
| 32 | 100x10 mm | Each | 6 | 64.7 | 388.2 |
| 33 | Single rubber stopper | Each | 60 | 39.6 | 2,376 |
| 34 | 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 | 40 | 492.7 | 19,708 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 16 | 3,182.95 | 50,927.2 |
| 36 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 84 | 10,874.2 | 9,13,432.8 |
| 37 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 8.1 | 8,247.25 | 66,802.73 |
| 38 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer- in-charge. | Sqm | 150 | 1,010.6 | 1,51,590 |
| 39 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 150 | 2,829.25 | 4,24,387.5 |
| 40 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 250 | 2,593.15 | 6,48,287.5 |
| 41 | 200 mm | Each | 100 | 186.65 | 18,665 |
| 42 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 200 | 272 | 54,400 |
| 43 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 200 | 614.2 | 1,22,840 |
| 44 | 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 | 18 | 1,096.55 | 19,737.9 |
| 45 | Size of Tile 600 x 1200 mm | Sqm | 252 | 1,798.8 | 4,53,297.6 |
| 46 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1420 | 3,186.7 | 45,25,114 |
| 47 | 110 mm diameter | Metre | 320 | 377.4 | 1,20,768 |
| 48 | 110x110x110 mm | Each | 12 | 221.35 | 2,656.2 |
| 49 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 50 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 1335 | 1,902.95 | 25,40,438.25 |
| 51 | 1:4 (1 cement: 4 fine sand) | Sqm | 115.2 | 347.05 | 39,980.16 |
| 52 | 1:6 (1 cement: 6 fine sand) | Sqm | 5068.4 | 333.35 | 16,89,551.14 |
| 53 | 1:3 (1 cement : 3 fine sand) | Sqm | 1710 | 300.45 | 5,13,769.5 |
| 54 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 5068.4 | 181.25 | 9,18,647.5 |
| 55 | Two or more coats on new work | Sqm | 67.2 | 155.9 | 10,476.48 |
| 56 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 5068.4 | 156.05 | 7,90,923.82 |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 83 | 2,434.25 | 2,02,042.75 |
| 58 | 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 | 346.74 | 3,551.25 | 12,31,360.43 |
| 59 | In cement mortar | cum | 125 | 2,060.2 | 2,57,525 |
| 60 | 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 | 2468.41 | 263.95 | 6,51,536.82 |
| 61 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 35 | 9,823.8 | 3,43,833 |
| 62 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | cum | 35 | -203.8 | -7,133 |
| 63 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 6 | 1,550.6 | 9,303.6 |
| 64 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 6 | 2,784.95 | 16,709.7 |
| 65 | 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 | 6 | 349.15 | 2,094.9 |
| 66 | 10 litre capacity - White | Each | 6 | 1,190.65 | 7,143.9 |
| 67 | 32 mm dia | Each | 6 | 119.55 | 717.3 |
| 68 | Rectangular shape 453x357 mm | Each | 6 | 1,361.8 | 8,170.8 |
| 69 | 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 | 6 | 708.95 | 4,253.7 |
| 70 | 25 mm nominal dia Pipes | Metre | 90 | 401.55 | 36,139.5 |
| 71 | 20 mm nominal dia Pipes | Metre | 48 | 537.6 | 25,804.8 |
| 72 | 50 mm dia nominal bore | Metre | 50 | 1,048.35 | 52,417.5 |
| 73 | 50 mm dia nominal bore | Metre | 80 | 762.15 | 60,972 |
| 74 | 25 mm nominal bore | Each | 1 | 622.4 | 622.4 |
| 75 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 76 | 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 | 6000 | 11 | 66,000 |
| 77 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 78 | 15mm nominal bore | Each | 12 | 574.3 | 6,891.6 |
| 79 | 100 mm nominal dia | Each | 6 | 37.6 | 225.6 |
| 80 | 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 | 6 | 111.45 | 668.7 |
| 81 | 15 mm nominal bore with 45 cm length | Each | 6 | 121.9 | 731.4 |
| 82 | Rectangular shape 600x450 mm internal dimensions | Each | 8 | 1,437.65 | 11,501.2 |
| 83 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 33 | 530.9 | 17,519.7 |
| 84 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 48 | 634.45 | 30,453.6 |
| 85 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 5.28 | 1,115.4 | 5,889.31 |
| 86 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 82.68 | 1,505.25 | 1,24,454.07 |
| Schedule total | ₹4,57,54,507.6 | ||||
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