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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
11 Sept 2026, 3:30 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
77 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.
Kota Division: Improvement of WCR colony staff quarters, pathway, parking facilities and other miscellaneous works at TKD.
147-2026R~WCR
147-2026R
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹2.0 L
15 Aug 2026
15 Aug 2026
28 Aug 2026
43 items across 1 schedule · ₹94,44,377.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 200 | 17.6 | 3,520 |
| 2 | 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 | 2 | 7,878.5 | 15,757 |
| 3 | 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 | 40 | 7,294.7 | 2,91,788 |
| 4 | 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 | 40 | 1,267.95 | 50,718 |
| 5 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 6 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2500 | 172.6 | 4,31,500 |
| 7 | 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 colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 20 | 1,330 | 26,600 |
| 8 | Size of Tile 600x600 mm | Sqm | 1100 | 1,553.45 | 17,08,795 |
| 9 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 1100 | -850.1 | -9,35,110 |
| 10 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 1100 | 753.25 | 8,28,575 |
| 11 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 12 | 110 mm | Each | 4 | 127.6 | 510.4 |
| 13 | 110x110x110 mm | Each | 4 | 234.15 | 936.6 |
| 14 | 110 mm bend | Each | 4 | 150.35 | 601.4 |
| 15 | 110 mm | Each | 4 | 371.3 | 1,485.2 |
| 16 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 399.45 | 79,890 |
| 17 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 471.35 | 2,82,810 |
| 18 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 100 | 22.1 | 2,210 |
| 19 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 150 | 87.1 | 13,065 |
| 20 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 4400 | 193.7 | 8,52,280 |
| 21 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 22 | 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 | 2000 | 156.05 | 3,12,100 |
| 23 | Old work (one or more coats) | Sqm | 3000 | 62.7 | 1,88,100 |
| 24 | Two coats | Sqm | 100 | 137.45 | 13,745 |
| 25 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 3600 | 19.75 | 71,100 |
| 26 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 250 | 547.4 | 1,36,850 |
| 27 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 300 | 338.25 | 1,01,475 |
| 28 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 29 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 350 | 54.65 | 19,127.5 |
| 30 | 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 |
| 31 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 50 | 13.45 | 672.5 |
| 32 | On bituminous surface @ 0.25kg/sqm | Sqm | 3800 | 9.2 | 34,960 |
| 33 | With paving asphalt grade VG - 30 with no solvent | Sqm | 3850 | 568.6 | 21,89,110 |
| 34 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 3850 | 88.55 | 3,40,917.5 |
| 35 | 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 | 10 | 2,914.3 | 29,143 |
| 36 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 600 | 1,045.65 | 6,27,390 |
| 37 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 1050 | 688.9 | 7,23,345 |
| 38 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 50 | 8,042.3 | 4,02,115 |
| 39 | 50mm average thickness | Sqm | 5 | 256.35 | 1,281.75 |
| 40 | 25 mm average thickness | Sqm | 30 | 126.75 | 3,802.5 |
| 41 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 30 | 141.2 | 4,236 |
| 42 | 25 mm average thickness in 2 layers. | Sqm | 30 | 587.35 | 17,620.5 |
| 43 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in- charge. | Sqm | 90 | 902.55 | 81,229.5 |
| Schedule total | ₹94,44,377.35 | ||||
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Tender document
ATTACHMENT
ApprovedBrandListTill12.11.25.pdf Approved Brand List
ATTACHMENT
SpecialConditions.pdf
ATTACHMENT
17-ilovepdf-compressed1-
ATTACHMENT
Correction slip No 10
ATTACHMENT
Vigilamce guide lines Public Procu
ATTACHMENT
ApprovedBrandListTill12.11.25.pdf
ATTACHMENT
ANNEXURE-PCECIRCULAR2016-17-ilovepdf-compressed1-compressed.pdf
ATTACHMENT
Correctionslipno10TNo143-2025.pdf
ATTACHMENT
Vigilamceguidelines-PublicProcurement.pdf
ATTACHMENT
TENDERDOCUMENT56-2026approvedforuploading.pdf
ATTACHMENT
Acceptanceofe-BankGuaranteee-BGinWorksContractsandPGMS_PMS_PSSAGC2026_06_16.pdf
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