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Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
14 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever 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.
Technical Eligibility Criteria: (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.
Defination of Similar Work :- Any Civil Engineering Work excluding zonal works.
21 conditions · 8 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.
The original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/HYB Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids). Railway will not assume any responsibility for any delay in case the BG is sent through courier/postal department. Any BG received by post/courier on or after the closing date of bid submission shall not be taken.
AII the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions / Undertakings 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 documents and strictly adhere to the instructions and directions given therein.
Tender value is including escalation of (-)15% (minus Fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
HYB Division :- Upgradation of Divitipally Railway Station
89_DRM_W_HYB_26
89_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹5.5 L
14 Aug 2026
22 Jul 2026
31 Jul 2026
144 items across 6 schedules · ₹2,46,07,430.01 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 168 | 261.35 | 43,906.8 |
| 2 | Beyond 20 km per addl. km | cum- km | 30 | 12.14 | 364.2 |
| 3 | All kinds of soil | cum | 158 | 177.5 | 28,045 |
| 4 | All kinds of soil. | cum | 118.2 | 260.3 | 30,767.46 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 54 | 700.5 | 37,827 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5500 | 17.6 | 96,800 |
| 7 | Foundations, footings, bases for columns | Sqm | 90 | 392.15 | 35,293.5 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 360 | 842.5 | 3,03,300 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 90 | 392.15 | 35,293.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 9 | 927.25 | 8,345.25 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 49 | 736.4 | 36,083.6 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 54 | 961.3 | 51,910.2 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 9 | 764.95 | 6,884.55 |
| 14 | Under 20 cm wide | Metre | 590 | 208.55 | 1,23,044.5 |
| 15 | Above 20 cm wide | Sqm | 72 | 879.05 | 63,291.6 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3 | 7,132.25 | 21,396.75 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 22 | 8,962.35 | 1,97,171.7 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18 | 7,311.25 | 1,31,602.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 54 | 8,198.55 | 4,42,721.7 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 11 | 5,413.5 | 59,548.5 |
| 21 | 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 | 49 | 1,267.95 | 62,129.55 |
| 22 | 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 | 18 | 5,015.05 | 90,270.9 |
| 23 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 24 | 35 mm thick shutters | Sqm | 8 | 4,111.95 | 32,895.6 |
| 25 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 14 | 10,078.95 | 1,41,105.3 |
| 26 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 72 | 978.45 | 70,448.4 |
| 27 | Light shade pigment using white cement | Sqm | 500 | 1,402 | 7,01,000 |
| 28 | Size of Tile 600 x 600 mm | Sqm | 80 | 1,502.75 | 1,20,220 |
| 29 | Size of Tile 800 x 1200 mm | Sqm | 250 | 2,056.9 | 5,14,225 |
| 30 | Size of Tile 600 x 600 mm | Sqm | 80 | 1,464.85 | 1,17,188 |
| 31 | Size of Tile 800x800 mm | Sqm | 30 | 2,229.25 | 66,877.5 |
| 32 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 80 | 3,186.7 | 2,54,936 |
| 33 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 54 | 4,481.3 | 2,41,990.2 |
| 34 | 110 mm diameter | Metre | 30 | 377.4 | 11,322 |
| 35 | 110 mm | Each | 4 | 136.15 | 544.6 |
| 36 | 110 mm Shoe | Each | 8 | 131.85 | 1,054.8 |
| 37 | 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 | 30 | 738.65 | 22,159.5 |
| 38 | 1:6 (1 cement: 6 fine sand) | Sqm | 590 | 383 | 2,25,970 |
| 39 | Raised and cut pointing | Sqm | 174 | 419.9 | 73,062.6 |
| 40 | Two or more coats on new work | Sqm | 24 | 155.9 | 3,741.6 |
| 41 | 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 | 800 | 156.05 | 1,24,840 |
| 42 | Two coats | Sqm | 540 | 142.8 | 77,112 |
| 43 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 630 | 73.95 | 46,588.5 |
| 44 | Melamine polishing on wood work (one or more coat). | Sqm | 90 | 138.1 | 12,429 |
| 45 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 45 | 2,434.25 | 1,09,541.25 |
| 46 | In cement mortar | cum | 58 | 2,060.2 | 1,19,491.6 |
| 47 | In cement mortar | cum | 28 | 2,458.95 | 68,850.6 |
| 48 | For thickness of tiles 10 mm to 25 mm | Sqm | 250 | 73.4 | 18,350 |
| 49 | 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 | 200 | 263.95 | 52,790 |
| 50 | 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 | 3600 | 218.9 | 7,88,040 |
| 51 | Moorum | cum | 18 | 768.25 | 13,828.5 |
| 52 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 1500 | 60.5 | 90,750 |
| 53 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 1500 | 48.2 | 72,300 |
| 54 | Cement concrete prepared with batch mixing machine | cum | 200 | 10,529.35 | 21,05,870 |
| 55 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge. | per cm depth per cm width per metre length | 10000 | 8.65 | 86,500 |
| 56 | New work (Two or more coats) | Sqm | 360 | 188.2 | 67,752 |
| 57 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 900 | 206.3 | 1,85,670 |
| 58 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 70 | 11,129.55 | 7,79,068.5 |
| 59 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 100 | 12,126.2 | 12,12,620 |
| 60 | 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 | 180 | 972 | 1,74,960 |
| 61 | 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 | 18 | 10,117.6 | 1,82,116.8 |
| 62 | 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 | 2 | 9,823.8 | 19,647.6 |
| 63 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 600 | 2,914.3 | 17,48,580 |
| 64 | 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 | 545 | 2,017.6 | 10,99,592 |
| 65 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 66 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,648.85 | 13,244.25 |
| 67 | Orissa pattern W.C. pan of size 580x440 mm | Each | 5 | 3,169.05 | 15,845.25 |
| 68 | 32 mm dia | Each | 5 | 119.55 | 597.75 |
| 69 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 5 | 53.25 | 266.25 |
| 70 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,607.95 | 8,039.75 |
| 71 | 15 mm dia nominal bore | Metre | 20 | 580.45 | 11,609 |
| 72 | 20 mm dia nominal bore | Metre | 12 | 635.2 | 7,622.4 |
| 73 | 25 mm dia nominal bore | Metre | 25 | 467.75 | 11,693.75 |
| 74 | 50 mm dia nominal bore | Metre | 150 | 762.15 | 1,14,322.5 |
| 75 | 150 mm diameter | Each | 5 | 222.35 | 1,111.75 |
| 76 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 77 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 10 | 112.8 | 1,128 |
| 78 | 15 mm nominal bore, 80 mm long, weighing not less than 46 gms | Each | 10 | 95.75 | 957.5 |
| 79 | 150 mm diameter | Metre | 200 | 695.8 | 1,39,160 |
| 80 | 150 mm diameter S.W. pipe | Metre | 200 | 1,179.85 | 2,35,970 |
| 81 | 150 mm diameter S.W. pipe | Metre | 200 | 743.1 | 1,48,620 |
| 82 | 450 mm dia RCC pipes. | Metre | 50 | 2,676.55 | 1,33,827.5 |
| 83 | 450 mm dia RCC pipes. | Metre | 36 | 3,053.55 | 1,09,927.8 |
| 84 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 6 | 1,399.95 | 8,399.7 |
| 85 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6 | 7,387.25 | 44,323.5 |
| 86 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 36 | 9,844.65 | 3,54,407.4 |
| 87 | Frame size 45 x 85 mm | Metre | 10 | 926.35 | 9,263.5 |
| 88 | 30 mm thick | Sqm | 8 | 4,346.7 | 34,773.6 |
| Schedule total | ₹1,53,47,734.81 | ||||
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