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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical J 43 DELTA 11 GREATER NOIDA U P 201308 | 201308 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical A 94 SECTOR P 3 GREATER NOIDA G B NAGAR | GREATER NOIDA | G B NAGAR | U P | Admitted-Fee/PreQual/Technical |
Tender Value
₹91.7 L
EMD Value
₹1.8 L
Closing Date
29 Jan 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Renovation and Strengthening of Rampur rotary, Greater Noida.
2026_GNIDA_1107496_8
SM/(TENDER CELL)/2026/703 DATED-17.01.2026
Open Tender
Civil Works
Fixed-rate
270 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,100
₹1.8 L
19 Feb 2026
20 Jan 2026
2 Feb 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR-18/16.82)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR-18/15.7.4/AR)
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/251 (A)/4.1.1)
Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C))
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)
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)
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))
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1)
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.5kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503)
Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.40 Percent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause No 507 complete in all respects. (MORTH/5.05/507(B))
30mm compacted thickness with bitumen penetration of [email protected]% by weight of total mix. (MORTH-5.05/507(B))
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)
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)
Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level
Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR)
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))
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)
Labour cess and GST will be paid extra as per Govt. orders.
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