Loading
Loading…
Loading…
Tender Value
₹3.2 Cr
EMD Value
₹3.1 L
Closing Date
7 Apr 2026, 3:30 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.
70 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.
(i) W/701/5/140 Improvement to damaged water pipeline & provision of new RCC over head tank (Capacity 50000 ltr) at THEA, BNDI,SMPA & PSLI station. (ii) W /701/5/142 Improvement of water supply arrangement and construction of overhead water tank in LKE-MXL section.
48-2026R
48-2026R
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹3.1 L
7 Apr 2026
10 Mar 2026
24 Mar 2026
94 items across 2 schedules · ₹3,67,47,811.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 2 | Ordinary rock | cum | 291 | 412.95 | 1,20,168.45 |
| 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 | 407 | 253.95 | 1,03,357.65 |
| 4 | All kinds of soil | cum | 623 | 104.5 | 65,103.5 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 19 | 2,161.2 | 41,062.8 |
| 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 | 19 | 7,365.15 | 1,39,937.85 |
| 7 | 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 | 160 | 6,833.4 | 10,93,344 |
| 8 | Foundations, footings, bases for columns | Sqm | 97 | 307.95 | 29,871.15 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 97 | 669.55 | 64,946.35 |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 314 | 57.15 | 17,945.1 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 124 | 307.95 | 38,185.8 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1321 | 669.55 | 8,84,475.55 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 613 | 766.55 | 4,69,895.15 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 782 | 608.35 | 4,75,729.7 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1085 | 804.25 | 8,72,611.25 |
| 16 | Arches, domes, vaults up to 6 m span | Sqm | 220 | 1,826.25 | 4,01,775 |
| 17 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 220 | 575.25 | 1,26,555 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 99 | 319.25 | 31,605.75 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 46525 | 89.65 | 41,70,966.25 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33000 | 89.65 | 29,58,450 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 300 | 8,683.8 | 26,05,140 |
| 22 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 97 | 8,966.95 | 8,69,794.15 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 178 | 10,306.2 | 18,34,503.6 |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 291 | 10,589.35 | 30,81,500.85 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 200 | 688.45 | 1,37,690 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 6,658.25 | 66,582.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 135 | 8,190.9 | 11,05,771.5 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 109 | 6,653.45 | 7,25,226.05 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4710 | 142.3 | 6,70,233 |
| 30 | G.I. pipes | Kg | 1455 | 180.2 | 2,62,191 |
| 31 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 94 | 7,958.65 | 7,48,113.1 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 825 | 282 | 2,32,650 |
| 33 | 1:6 (1 cement: 6 fine sand) | Sqm | 485 | 324.3 | 1,57,285.5 |
| 34 | 1:6 (1 cement: 6 fine sand) | Sqm | 165 | 382.1 | 63,046.5 |
| 35 | 1:3 (1 cement : 3 fine sand) | Sqm | 776 | 253.05 | 1,96,366.8 |
| 36 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 825 | 97.6 | 80,520 |
| 37 | On concrete work | Sqm | 1746 | 198.4 | 3,46,406.4 |
| 38 | 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 | 1746 | 123.85 | 2,16,242.1 |
| 39 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 58 | 2,007.1 | 1,16,411.8 |
| 40 | 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 | 194 | 2,928.1 | 5,68,051.4 |
| 41 | In cement mortar | cum | 39 | 1,698.45 | 66,239.55 |
| 42 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 26400 | 4.65 | 1,22,760 |
| 43 | 15 mm dia nominal bore | Metre | 1164 | 304.15 | 3,54,030.6 |
| 44 | 25 mm dia nominal bore | Metre | 388 | 491.2 | 1,90,585.6 |
| 45 | 50 mm dia nominal bore | Metre | 1164 | 893.2 | 10,39,684.8 |
| 46 | 15 mm dia nominal bore | Metre | 1000 | 267.5 | 2,67,500 |
| 47 | 25 mm dia nominal bore | Metre | 1000 | 417.95 | 4,17,950 |
| 48 | 50 mm dia nominal bore | Metre | 2500 | 654.2 | 16,35,500 |
| 49 | 80 mm dia nominal bore | Metre | 2970 | 919.1 | 27,29,727 |
| 50 | 25 to 40 mm nominal bore | Each | 140 | 757.1 | 1,05,994 |
| 51 | 50 to 80 mm nominal bore | Each | 40 | 1,513.7 | 60,548 |
| 52 | Horizontal | Each | 17 | 506.65 | 8,613.05 |
| 53 | Horizontal | Each | 17 | 1,173.65 | 19,952.05 |
| 54 | Horizontal | Each | 26 | 3,134.8 | 81,504.8 |
| 55 | Up to 300 mm dia | Quintal | 17 | 8,191.75 | 1,39,259.75 |
| 56 | 100 mm dia pipe | Metre | 508 | 1,210.5 | 6,14,934 |
| 57 | 100 mm diameter pipe | Each | 13 | 284.75 | 3,701.75 |
| 58 | Class I | Each | 16 | 4,097.9 | 65,566.4 |
| 59 | Class II | Each | 68 | 4,500.25 | 3,06,017 |
| 60 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 16 | 17,577.9 | 2,81,246.4 |
| 61 | 15 mm nominal bore | Each | 132 | 682.9 | 90,142.8 |
| 62 | 25 mm nominal bore | Each | 50 | 789.95 | 39,497.5 |
| 63 | 80 mm nominal bore | Each | 66 | 1,634.85 | 1,07,900.1 |
| Schedule total | ₹3,51,73,807.95 | ||||
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
elect.specificationsandconditions.pdf Special Condition Electrical
ATTACHMENT
SpecialConditions-Civil.pdf
ATTACHMENT
TENDERDOCUMENTfrom11-2025.pdf TENDER DOCUMENTS
ATTACHMENT
ilovepdf-compressed1-
ATTACHMENT
Correctionslipno10TNo143-2025.pdf Correction slip No 10
ATTACHMENT
Vigilamce guide lines Public Procu
ATTACHMENT
ApprovedBrandListTill12.11.25.pdf
ATTACHMENT
elect.specificationsandconditions.pdf
ATTACHMENT
TENDERDOCUMENTfrom11-2025.pdf
ATTACHMENT
ANNEXURE-PCECIRCULAR2016-17-ilovepdf-compressed1-compressed.pdf
ATTACHMENT
Correctionslipno10TNo143-2025.pdf
ATTACHMENT
Vigilamceguidelines-PublicProcurement.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 .