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Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
4 May 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDINGS
14 conditions · 3 needing a document upload
For works costing more than Rs.50 lakhs - 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.
Any Civil Engineering work except track work/transportation.
22 conditions · 3 needing a document upload
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slips to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP)etc. The tenderer(s) shall enclose the attested copies of the requisite documents(including Power of Attorney, if opted) for constitution of their concern as per clause 14 of GCC Part I and as per a) Clause 17 of GCC Part I, for JV b) Clause 18 of GCC Part I, for Partnership firm
All the instructions furnished in the Technical compliance/ Commercial Compliance/ Check-list/ 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.
If the Tenderer(s) deliberately give(s) wrong information/ or create incorrect documents in his/their offer or create circumstances for the acceptance of his/their offer, the Railway reserves the right to reject such offer at any stage.
All terms and conditions in the tender documents are binding on the Tenderers
Railway reserves the right to accept or reject any or all the tenders and to award the work in whole or in part without assigning any reason.
Unreleased Bid Security, if any, held with the Railway Administration, shall not be adjusted towards the Bid Security to be remitted.
Bid Security shall be deposited either in cash through e-payment gateway or e-BG or submitted as Bank Guarantee bond from a scheduled bank of India or as mentioned in tender documents subject to exemptions provided under para5(1) (a) of Part-1 (ITT) of GCC.
In case of submission of Bid Security in the form of Bank Guarantee, the Original Bank Guarantee (other than e-BG) should be delivered in person to the Official nominated as indicated in the Tender document within 5 working days before the closing date of submission of bids.
New Construction of RPF Post building and 15 bedded RPF barrack at Puttur.
MAS12OF26056W
MAS12OF26056W
Open
Works - General
6 Months
Chennai, Tamil Nadu
₹0
₹3.8 L
4 May 2026
10 Apr 2026
20 Apr 2026
114 items across 3 schedules · ₹1,87,01,737.18 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 100 | 174.04 | 17,404 |
| 2 | 1km | cum | 150 | 217.55 | 32,632.5 |
| 3 | All kinds of soil | cum | 773.6 | 177.5 | 1,37,314 |
| 4 | 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 | 897.34 | 196 | 1,75,878.64 |
| 5 | All kinds of soil | cum | 174.5 | 126.8 | 22,126.6 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 26.44 | 2,123.75 | 56,151.95 |
| 7 | 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 | 810 | 17.6 | 14,256 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 41.55 | 7,178.75 | 2,98,277.06 |
| 9 | 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 | 51.24 | 9,045.75 | 4,63,504.23 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 208 | 392.15 | 81,567.2 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 593.3 | 927.25 | 5,50,137.43 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 624.9 | 736.4 | 4,60,176.36 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 393.71 | 961.3 | 3,78,473.42 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 126 | 951.1 | 1,19,838.6 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 146.97 | 9,504.75 | 13,96,913.11 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 184.75 | 9,860.4 | 18,21,708.9 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 43.97 | 7,132.25 | 3,13,605.03 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 213.16 | 9,105.95 | 19,41,024.3 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 243 | 1,123.8 | 2,73,083.4 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 21 | Each | 3 | 978.7 | 2,936.1 | |
| 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 | 177 | 1,267.95 | 2,24,427.15 |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 750 | 238.35 | 1,78,762.5 |
| 24 | 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 | 80 | 228.85 | 18,308 |
| 25 | 125x64x2.50 mm | Each | 60 | 129.85 | 7,791 |
| 26 | 250x16x5 mm | Each | 20 | 308 | 6,160 |
| 27 | 300x10 mm | Each | 40 | 130.1 | 5,204 |
| 28 | Twin rubber stopper | Each | 20 | 72.35 | 1,447 |
| 29 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 57 | 573.45 | 32,686.65 |
| 30 | Non decorative finish (matt finish) | Sqm | 15.75 | 3,997.45 | 62,959.84 |
| 31 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). | Sqm | 24.3 | 8,799.25 | 2,13,821.78 |
| 32 | 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 | 16.2 | 10,874.2 | 1,76,162.04 |
| 33 | Using R2 series with frame (39mm & above ) x (39mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter) | Sqm | 7.5 | 8,765.4 | 65,740.5 |
| 34 | 200 mm | Each | 40 | 186.65 | 7,466 |
| 35 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 600 | 772.4 | 4,63,440 |
| 36 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigments etc., complete. | Sqm | 45 | 1,439.4 | 64,773 |
| 37 | Size of Tile 600 x 1200 mm | Sqm | 512.31 | 1,797.3 | 9,20,774.76 |
| 38 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 71.6 | 4,481.3 | 3,20,861.08 |
| 39 | Flat surfaces | Sqm | 96 | 1,718.95 | 1,65,019.2 |
| 40 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 20 | 607.45 | 12,149 |
| 41 | 75 mm diameter | Metre | 150 | 248.8 | 37,320 |
| 42 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 43 | 75 mm | Each | 75 | 91.7 | 6,877.5 |
| 44 | 110 mm | Each | 85 | 136.15 | 11,572.75 |
| 45 | 75x75x75 mm | Each | 20 | 164.2 | 3,284 |
| 46 | 110x110x110 mm | Each | 50 | 234.15 | 11,707.5 |
| 47 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 48 | 75 mm Shoe | Each | 40 | 93.1 | 3,724 |
| 49 | 110 mm Shoe | Each | 20 | 131.85 | 2,637 |
| 50 | 75 mm | Each | 70 | 369.85 | 25,889.5 |
| 51 | 110 mm | Each | 90 | 371.3 | 33,417 |
| 52 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 40 | 54.7 | 2,188 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 2457 | 333.35 | 8,19,040.95 |
| 54 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 385.35 | 518.55 | 1,99,823.24 |
| 55 | 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 | 480.85 | 160.6 | 77,224.51 |
| 56 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 200 | 67.4 | 13,480 |
| 57 | 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 | 903.6 | 156.05 | 1,41,006.78 |
| 58 | Two coats | Sqm | 2312.8 | 142.8 | 3,30,267.84 |
| 59 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 2312.77 | 73.95 | 1,71,029.34 |
| 60 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 20 | 72.45 | 1,449 |
| 61 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 60 | 1,045.65 | 62,739 |
| 62 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 63 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 64 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 65 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 66 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 10 | 6,940.75 | 69,407.5 |
| 67 | 32 mm dia | Each | 20 | 103.9 | 2,078 |
| 68 | Circular shape 450 mm dia | Each | 15 | 1,479.05 | 22,185.75 |
| 69 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 60 | 1,151.9 | 69,114 |
| 70 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 30 | 1,044.75 | 31,342.5 |
| 71 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 10 | 375.65 | 3,756.5 |
| 72 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 231.95 | 463.9 |
| 73 | 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 | 4 | 708.95 | 2,835.8 |
| 74 | 20 mm nominal dia Pipes | Metre | 300 | 335 | 1,00,500 |
| 75 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 76 | 20 mm nominal dia Pipes | Metre | 85 | 537.6 | 45,696 |
| 77 | 25 mm nominal dia Pipes | Metre | 75 | 627.25 | 47,043.75 |
| 78 | 40 mm nominal dia Pipes | Metre | 100 | 563.05 | 56,305 |
| 79 | 40 mm dia nominal bore | Metre | 80 | 811.9 | 64,952 |
| 80 | 50 mm dia nominal bore | Metre | 120 | 1,048.35 | 1,25,802 |
| 81 | 20 mm nominal bore | Each | 50 | 379.2 | 18,960 |
| 82 | 20 mm nominal bore | Each | 50 | 379.2 | 18,960 |
| 83 | 20 mm nominal bore | Each | 10 | 539.95 | 5,399.5 |
| 84 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 85 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 86 | Horizontal | Each | 5 | 591.4 | 2,957 |
| 87 | Vertical | Each | 5 | 624.1 | 3,120.5 |
| 88 | 150 mm diameter | Each | 11 | 222.35 | 2,445.85 |
| 89 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 5 | 18,896.7 | 94,483.5 |
| 90 | 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 | 4000 | 11 | 44,000 |
| 91 | 15 mm nominal bore | Each | 15 | 798.95 | 11,984.25 |
| 92 | 15mm nominal bore | Each | 15 | 574.3 | 8,614.5 |
| 93 | 100 mm nominal dia | Each | 13 | 37.6 | 488.8 |
| 94 | 125 mm nominal dia with 25 mm waste hole | Each | 14 | 51.85 | 725.9 |
| 95 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 40 | 452 | 18,080 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 97 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 12,770.55 | 25,541.1 |
| 98 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 10 | 1,358 | 13,580 |
| 99 | Frame size 65 x 100 mm | Metre | 108 | 1,111.3 | 1,20,020.4 |
| 100 | 30 mm thick | Sqm | 50.4 | 4,346.7 | 2,19,073.68 |
| Schedule total | ₹1,50,93,503.32 | ||||
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