Loading…
Loading…
Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹65.2 L
EMD Value
₹1.3 L
Closing Date
6 Mar 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and laying CC road and widening with CC interlocking paver block work from Village-Astoli Fatak to Patel Inter College, Greater Noida.
2026_GNIDA_1119664_11
SM/(E-TENDER CELL)/2026/721 DATED-23.02.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹1,840
₹1.3 L
26 May 2026
25 Feb 2026
9 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)
Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work
8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)
Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)
RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)
Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)
Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)
Wet mix macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B))
Providing and laying 80mm thick ISI mark Factory made cement concrete interlocking Paver block made by block making machine with strong vibratory compaction of approved size, Zig Zag shape, laid in grey colour of M-40 and pattern over and including average 50mm compacted bed and fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with GNIDA/A.R.
Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work
8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)
M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))
2 cm thick Damp proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer in-charge in the proportion as by the manufacture including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & Shutterings as necessary. (SOR-20/7.01/360)
Excavation in soil using hydraulic excavator and Tippers with disposal upto 1.0Km. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and Cross section and transporting to the embankment location with all lefts and lead up to 5.0Km (MORTH-20/3.06/301)
Labour cess and GST will be paid extra as per Govt. orders.
stage.html
html • 0.02 MB
cancelled_1.pdf
pdf • 0.07 MB
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 • 5.44 MB
PreQ_Interlocking_Astoli.pdf
Tender Documents • 0.87 MB
BOQ_2082184.xls
BOQ • 0.23 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 .