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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹42.2 L
EMD Value
₹84,400
Closing Date
30 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
SR.DEN W
15 conditions · 3 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.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
The Bid Security should be paid through online payment. In case the tenderer withdraw his offer within the validity period of his offer or fails to undertake the contract after acceptance of his tender the full Bid Security shall be forfeited. If the tender is accepted the amount of Bid Security will be retained and adjusted as security deposit for the due and faithful fulfillment of the contract. The Bid Security of the unsuccessful tenderers shall save as here-in-before provided be returned to the unsuccessful tenderers within a reasonable time but the Railway shall not be responsible for any loss or depreciation that my happen to the security for the due performance of the stipulation to keep the offer open for the period specified in the tender documents or to the Bid Security while in their possession nor be liable to pay interest thereon.
The tenderers shall keep the offer open for a minimum period as mentioned in NIT from the date of opening of the tender, within which period the tenderers can not withdraw their offer, subject to the period being extended further if required, by mutual agreement from time to time. Any intervention of the above condition will make the tenderer liable for forfeiture of his security deposit for due performance of the foregoing stipulation.
If it is not mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
Construction of CPWI office at Falna
158-2025~NWR
158-2025
Open
Works - General
6 Months
Ajmer, Rajasthan
₹0
₹84,400
30 Jan 2026
7 Jan 2026
16 Jan 2026
144 items across 8 schedules · ₹65,53,045.76 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 50 | 205.45 | 10,272.5 |
| 2 | All kinds of soil. | cum | 250 | 286.85 | 71,712.5 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 50 | 253.95 | 12,697.5 |
| 4 | All kinds of soil | cum | 30 | 104.5 | 3,135 |
| 5 | 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 | 10 | 6,833.4 | 68,334 |
| 6 | 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 | 1 | 9,375.2 | 9,375.2 |
| 7 | Foundations, footings, bases for columns | Sqm | 50 | 307.95 | 15,397.5 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 5 | 669.55 | 3,347.75 |
| 9 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 30 | 681.65 | 20,449.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 50 | 307.95 | 15,397.5 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 150 | 766.55 | 1,14,982.5 |
| 12 | Shelves (Cast in situ) | Sqm | 10 | 766.55 | 7,665.5 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 150 | 608.35 | 91,252.5 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 50 | 804.25 | 40,212.5 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 10 | 657.75 | 6,577.5 |
| 16 | Under 20 cm wide | Metre | 50 | 181.9 | 9,095 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 814.95 | 8,149.5 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 150 | 319.25 | 47,887.5 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1200 | 89.65 | 1,07,580 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4950 | 89.65 | 4,43,767.5 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 8,683.8 | 1,30,257 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 55 | 10,306.2 | 5,66,841 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 21 | 688.45 | 14,457.45 |
| 24 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 100 | 7,676.3 | 7,67,630 |
| 25 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 50 | 969.65 | 48,482.5 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 125 | 6,653.45 | 8,31,681.25 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 8,275.7 | 82,757 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 2.5 | 4,679.35 | 11,698.38 |
| 29 | Area of slab over 0.50 sqm | Sqm | 2.5 | 4,425.35 | 11,063.38 |
| 30 | Granite work | Metre | 5 | 418.85 | 2,094.25 |
| 31 | Metre | 5 | 475.55 | 2,377.75 | |
| 32 | Each | 1 | 808.15 | 808.15 | |
| 33 | 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 | 50 | 1,063.45 | 53,172.5 |
| 34 | Sal wood | cum | .5 | 1,06,720.85 | 53,360.43 |
| 35 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,086.1 | 30,861 |
| 36 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 10 | 401.4 | 4,014 |
| 37 | 25 mm dia | Metre | 20 | 482.3 | 9,646 |
| 38 | 300x16 mm | Each | 10 | 260.3 | 2,603 |
| 39 | 200x10 mm | Each | 10 | 90.8 | 908 |
| 40 | 125 mm | Each | 10 | 60.05 | 600.5 |
| 41 | Single rubber stopper | Each | 10 | 35.5 | 355 |
| 42 | 30 mm thick plain PVC door shutters | Sqm | 5 | 2,455.1 | 12,275.5 |
| 43 | 1.5 mm thick | Sqm | 5 | 890.55 | 4,452.75 |
| 44 | Second class teak wood | Sqm | 5 | 4,631.8 | 23,159 |
| 45 | Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) | Sqm | 15 | 7,634.1 | 1,14,511.5 |
| 46 | 18 mm thick | Sqm | 1 | 1,215.75 | 1,215.75 |
| 47 | 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 | 2500 | 111.95 | 2,79,875 |
| 48 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 100 | 175.65 | 17,565 |
| 49 | Hot finished welded type tubes | Kg | 500 | 154.9 | 77,450 |
| 50 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 10 | 185.95 | 1,859.5 |
| 51 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 200 | 88.5 | 17,700 |
| 52 | Providing and fixing bolts including nuts and washers complete. | Kg | 200 | 140.15 | 28,030 |
| 53 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 50 | 142.3 | 7,115 |
| 54 | M.S. tube | Kg | 25 | 157.15 | 3,928.75 |
| 55 | 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, i/c 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 | 20 | 612.25 | 12,245 |
| 56 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 10 | 7,958.65 | 79,586.5 |
| 57 | Ordinary cement without any pigment | Sqm | 10 | 1,163.2 | 11,632 |
| 58 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 59 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 3 | 2,038.55 | 6,115.65 |
| 60 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 10 | 157.35 | 1,573.5 |
| 61 | 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 | 10 | 935.6 | 9,356 |
| 62 | Size of Tile 800x800 mm | Sqm | 50 | 1,879.95 | 93,997.5 |
| 63 | In 75x75 mm deep chase | Metre | 50 | 260.2 | 13,010 |
| 64 | 40 to 50 mm thick | Sqm | 10 | 907.95 | 9,079.5 |
| 65 | 100 mm diameter | Each | 10 | 308.45 | 3,084.5 |
| 66 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 67 | 110 mm | Each | 10 | 119.95 | 1,199.5 |
| 68 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 69 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 100 | 671.55 | 67,155 |
| 70 | 1:6 (1 cement: 6 coarse sand) | Sqm | 600 | 294.35 | 1,76,610 |
| 71 | 1:6 (1 cement: 6 coarse sand) | Sqm | 100 | 401.35 | 40,135 |
| 72 | 1:3 (1 cement : 3 fine sand) | Sqm | 150 | 253.05 | 37,957.5 |
| 73 | Neat cement punning. | Sqm | 10 | 67.8 | 678 |
| 74 | Two or more coats on new work | Sqm | 200 | 92.75 | 18,550 |
| 75 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 400 | 97.6 | 39,040 |
| 76 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 400 | 166.85 | 66,740 |
| 77 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 10.08 | 61.45 | 619.42 |
| 78 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 79 | 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 | 500 | 123.85 | 61,925 |
| 80 | 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 | 50 | 219.35 | 10,967.5 |
| 81 | 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 earthwith lead upto 50 metres. | Sqm | 250 | 180.5 | 45,125 |
| 82 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | Sqm | 100 | 821.95 | 82,195 |
| 83 | 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 | 15 | 7,399.2 | 1,10,988 |
| 84 | Cement concrete prepared with batch mixing machine | cum | 30 | 9,492.9 | 2,84,787 |
| 85 | 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 50 | 2,803.65 | 1,40,182.5 |
| 86 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 50 | 932.35 | 46,617.5 |
| 87 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 5,781.35 | 5,781.35 |
| 88 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 89 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 10,128.3 | 20,256.6 |
| 90 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 2 | 1,318.35 | 2,636.7 |
| 91 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,337.85 | 3,337.85 |
| 92 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 299.35 | 598.7 |
| 93 | 40 mm dia | Each | 3 | 104.35 | 313.05 |
| 94 | Providing and fixing 600x450 mm beveled 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 | 2 | 1,411.15 | 2,822.3 |
| 95 | 20 mm nominal dia Pipes | Metre | 25 | 513.75 | 12,843.75 |
| 96 | 25 mm nominal dia Pipes | Metre | 25 | 626.05 | 15,651.25 |
| 97 | 25 mm dia nominal bore | Metre | 25 | 417.95 | 10,448.75 |
| 98 | 50 mm dia nominal bore | Metre | 25 | 654.2 | 16,355 |
| 99 | 80 mm dia nominal bore | Metre | 25 | 919.1 | 22,977.5 |
| 100 | 25 to 40 mm nominal bore | Each | 5 | 757.1 | 3,785.5 |
| 101 | 100 mm diameter | Each | 5 | 166.35 | 831.75 |
| 102 | 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. | Litre | 1000 | 9.7 | 9,700 |
| 103 | 15 mm nominal bore | Each | 4 | 434.2 | 1,736.8 |
| 104 | 15 mm nominal bore | Each | 4 | 594.75 | 2,379 |
| 105 | 15mm nominal bore | Each | 4 | 500.35 | 2,001.4 |
| 106 | 150 mm diameter | Metre | 10 | 591.4 | 5,914 |
| 107 | 150 mm diameter S.W. pipe | Metre | 25 | 1,095.15 | 27,378.75 |
| 108 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 2 | 2,940.2 | 5,880.4 |
| 109 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 5 | 516.6 | 2,583 |
| 110 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 18 | 7,510.75 | 1,35,193.5 |
| Schedule total | ₹62,41,964.76 | ||||
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