Loading
Loading…
Loading…
Tender Value
₹4.9 L
EMD Value
₹4,913
Closing Date
29 May 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
Construction of community Hall, Boundry Wall Nath basti and enter Locking tiles Mandir Parishar, ward No. 64. Zone 23 File No. 69/26X3/3.
2026_UAD_506980_1
MPGMC/69/26x3/3/jan/2026-27
Open Tender
Civil Works - Others
Percentage
90 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹4,913
12 May 2026
12 May 2026
1 Jun 2026
13 May 2026
29 May 2026
22 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.6 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earthto be levelled and neatly dressed.2.6.1 All kinds of soil | - | CUM | - | - |
| 2 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.4.1.4 Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum
size of stone aggregate | - | CUM | - | - |
| 3 | 7.6 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse
sand) | - | CUM | - | - |
| 4 | 5.2 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. 5.2.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. PLINTH BEAM BOUNDRY SLAB BEAM SLAB MISCELLENIOUS | - | CUM | - | - |
| 5 | 5.11Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete. 55.11.4 Thermo-Mechanically Treated bars. (Fe 500 D or more) | 1 | KG | - | - |
| 6 | 19.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete PLINTH BEAM BOUNDRY LINTEL BEAM SLAB BEAM SLAB BOTTOM SIDE | 1 | SQM | - | - |
| 7 | 6.1 Brick work with well burnt chimney bricks in bulls patent trench kiln
manufactured by ghol process,crushing strength not less than 40kg /sqcm
and water absorption not more than 15% in foundation and plinth. 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) WALL HALL BOUNDRY MISCELLENIOUS | 1 | CUM | - | - |
| 8 | 13.2 15 mm cement plaster on rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement: 4 sand) FOR WALL HALL BOUNDRY MISCELLENIOUS | - | SQM | - | - |
| 9 | 13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 sand) | - | SQM | - | - |
| 10 | 13.12 6 mm cement plaster of mix :
13.12.1 1:3 (1 cement: 3 fine sand) | - | SQM | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.60 MB
TenderDocument.pdf
Tender Documents • 2.87 MB
BOQ_610710.xls
BOQ • 0.25 MB
Drawing69.pdf
Additional Documents • 0.64 MB
Estimete69.pdf
Additional Documents • 2.34 MB
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 .