Loading
Loading…
Loading…
Tender Value
₹8.9 L
EMD Value
₹44,600
Closing Date
14 May 2026, 1:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 conditions · 3 needing a document upload
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 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
As per Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
71 conditions · 2 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
The quotation is invited for execution of work of Two Wheeler and Four Wheeler Parking Stand at Jabalpur Sadar Up Side for a period of 45 days. However, due to system limitation in Indian Railway E-Procurement System (IREPS), the Leasing/Contract period reflected in the NIT header is shown as 01 month only. The actual contract period shall be treated as 45 days as per the tender conditions and scope of work.
02-2026
02-2026
Open
Earning
1 Months
Kota, Rajasthan
₹0
₹44,600
14 May 2026
12 May 2026
171 items across 3 schedules · ₹3,88,18,346.16 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1240 | 205.45 | 2,54,758 |
| 2 | All kinds of soil. | cum | 230 | 286.85 | 65,975.5 |
| 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 | 400 | 253.95 | 1,01,580 |
| 4 | 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 | 280 | 368.65 | 1,03,222 |
| 5 | All kinds of soil | cum | 310 | 104.5 | 32,395 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 234 | 2,161.2 | 5,05,720.8 |
| 7 | All kinds of soil | Sqm | 1600 | 28.15 | 45,040 |
| 8 | 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 | 110 | 7,365.15 | 8,10,166.5 |
| 9 | 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 | 184 | 6,833.4 | 12,57,345.6 |
| 10 | 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 | 114 | 6,670.25 | 7,60,408.5 |
| 11 | Foundations, footings, bases for columns | Sqm | 67 | 307.95 | 20,632.65 |
| 12 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 10 | 669.55 | 6,695.5 |
| 13 | 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 | 132 | 8,364.2 | 11,04,074.4 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 339 | 307.95 | 1,04,395.05 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 680 | 766.55 | 5,21,254 |
| 16 | Shelves (Cast in situ) | Sqm | 40 | 766.55 | 30,662 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 785 | 608.35 | 4,77,554.75 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1096 | 804.25 | 8,81,458 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 58 | 814.95 | 47,267.1 |
| 20 | 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 | 12 | 9,673.5 | 1,16,082 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 42700 | 89.65 | 38,28,055 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8000 | 89.65 | 7,17,200 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 169 | 8,683.8 | 14,67,562.2 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 234 | 10,306.2 | 24,11,650.8 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 115 | 688.45 | 79,171.75 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 6,658.25 | 5,65,951.25 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3 | 8,288.35 | 24,865.05 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 8,190.9 | 5,73,363 |
| 29 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 176 | 7,676.3 | 13,51,028.8 |
| 30 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 80 | 969.65 | 77,572 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 628 | 6,653.45 | 41,78,366.6 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 266 | 8,275.7 | 22,01,336.2 |
| 33 | Area of slab over 0.50 sqm | Sqm | 80 | 3,301.45 | 2,64,116 |
| 34 | 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 | 274 | 1,063.45 | 2,91,385.3 |
| 35 | Sal wood | cum | 5 | 1,06,720.85 | 5,33,604.25 |
| 36 | 30 mm thick | Sqm | 90 | 4,065.5 | 3,65,895 |
| 37 | 18 mm thick | Sqm | 40 | 1,089.3 | 43,572 |
| 38 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,086.1 | 1,23,444 |
| 39 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 72 | 2,818.5 | 2,02,932 |
| 40 | Second class teak wood | Sqm | 48 | 3,863.65 | 1,85,455.2 |
| 41 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2200 | 197.7 | 4,34,940 |
| 42 | With 2nd class teak wood beading 62X19 mm | Sqm | 216 | 1,164.9 | 2,51,618.4 |
| 43 | 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 20mm nominal size). | Each | 516 | 194.35 | 1,00,284.6 |
| 44 | 125x65x2.12 mm | Each | 416 | 47.05 | 19,572.8 |
| 45 | 100x58x1.90 mm | Each | 432 | 40.6 | 17,539.2 |
| 46 | 300x16 mm | Each | 119 | 180.55 | 21,485.45 |
| 47 | 250x16 mm | Each | 42 | 165.9 | 6,967.8 |
| 48 | 200x10 mm | Each | 76 | 61.05 | 4,639.8 |
| 49 | 100x10 mm | Each | 208 | 39.1 | 8,132.8 |
| 50 | 125 mm | Each | 129 | 35.2 | 4,540.8 |
| 51 | 100 mm | Each | 54 | 28.25 | 1,525.5 |
| 52 | 75 mm | Each | 204 | 24.25 | 4,947 |
| 53 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 153 | 408.25 | 62,462.25 |
| 54 | 30 mm thick pre laminated PVC door shutters | Sqm | 76 | 2,455.1 | 1,86,587.6 |
| 55 | Hot finished welded type tubes | Kg | 4000 | 154.9 | 6,19,600 |
| 56 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 126.34 | 88.5 | 11,181.09 |
| 57 | Providing and fixing bolts including nuts and washers complete. | Kg | 66 | 140.15 | 9,249.9 |
| 58 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4100 | 142.3 | 5,83,430 |
| 59 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 40 | 971.55 | 38,862 |
| 60 | 25 mm thick | Sqm | 400 | 1,706.6 | 6,82,640 |
| 61 | 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 | 26 | 2,038.55 | 53,002.3 |
| 62 | 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 | 67 | 935.6 | 62,685.2 |
| 63 | 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 | 24 | 1,225.1 | 29,402.4 |
| 64 | Size of Tile 600x600 mm | Sqm | 805 | 1,416.65 | 11,40,403.25 |
| 65 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 130 | 163.65 | 21,274.5 |
| 66 | 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. | Sqm | 400 | 1,006.3 | 4,02,520 |
| 67 | 1:6 (1 cement: 6 fine sand) | Sqm | 3716 | 324.3 | 12,05,098.8 |
| 68 | 1:6 (1 cement: 6 fine sand) | Sqm | 800 | 382.1 | 3,05,680 |
| 69 | 1:4 (1 cement: 4 fine sand) | Sqm | 131 | 406.1 | 53,199.1 |
| 70 | 1:3 (1 cement : 3 fine sand) | Sqm | 350 | 253.05 | 88,567.5 |
| 71 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 3100 | 162.55 | 5,03,905 |
| 72 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 800 | 97.6 | 78,080 |
| 73 | 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 | 1678 | 166.85 | 2,79,974.3 |
| 74 | 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 | 130 | 154.45 | 20,078.5 |
| 75 | Two or more coats on new work | Sqm | 1568 | 131.45 | 2,06,113.6 |
| 76 | 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 | 3100 | 123.85 | 3,83,935 |
| 77 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 8 | 2,007.1 | 16,056.8 |
| 78 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 8 | 1,239.6 | 9,916.8 |
| 79 | 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 | 8 | 2,928.1 | 23,424.8 |
| 80 | In cement mortar | cum | 48 | 1,698.45 | 81,525.6 |
| 81 | In cement mortar | cum | 288 | 2,027.1 | 5,83,804.8 |
| 82 | Of area 3 sq. metres and below | Each | 108 | 302.7 | 32,691.6 |
| 83 | R.S. Joists | Kg | 1360 | 2.8 | 3,808 |
| 84 | Channels, angles, tees and flats | Kg | 1360 | 1.9 | 2,584 |
| 85 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 56 | 219.75 | 12,306 |
| 86 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 96 | 2,197.55 | 2,10,964.8 |
| 87 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | Sqm | 600 | 821.95 | 4,93,170 |
| 88 | 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 | 80 | 2,803.65 | 2,24,292 |
| 89 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 18 | 5,781.35 | 1,04,064.3 |
| 90 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 91 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 92 | 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 | 16 | 1,404 | 22,464 |
| 93 | 32 mm dia | Each | 2 | 90.95 | 181.9 |
| 94 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 216 | 1,018.05 | 2,19,898.8 |
| 95 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 216 | 439.9 | 95,018.4 |
| 96 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 216 | 213.9 | 46,202.4 |
| 97 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 216 | 268.2 | 57,931.2 |
| 98 | 15 mm dia nominal bore | Metre | 20 | 304.15 | 6,083 |
| 99 | 15 mm dia nominal bore | Metre | 20 | 485.2 | 9,704 |
| 100 | 20 mm dia nominal bore | Metre | 20 | 541.1 | 10,822 |
| 101 | 20 mm dia nominal bore | Metre | 40 | 315.35 | 12,614 |
| 102 | 25 mm dia nominal bore | Metre | 40 | 417.95 | 16,718 |
| 103 | 25 to 40 mm nominal bore | Each | 3 | 757.1 | 2,271.3 |
| 104 | 15 mm nominal bore | Each | 3 | 262.3 | 786.9 |
| 105 | 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 | 4000 | 9.7 | 38,800 |
| 106 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 43 | 109.85 | 4,723.55 |
| 107 | 100 mm nominal dia | Each | 3 | 33.2 | 99.6 |
| 108 | 125 mm nominal dia with 25 mm waste hole | Each | 32 | 45.25 | 1,448 |
| 109 | 100 mm diameter S.W. pipe | Metre | 160 | 425.6 | 68,096 |
| Schedule total | ₹3,70,65,443.84 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
AdobeScan12May2026.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .