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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance 545K LPO 008 SARASWATI SADAN NEAR SINGH TENT HOUSE PITAMBER KHEDA LAKSHMAN VIHAR PARA ROAD RAJAJIPURAM DISTRICT LUCKNOW | -1.00% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹22,557.88 (0.20%)Admitted-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | -0.80% | ₹1.1 Cr+₹22,557.88 (0.20%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹45,115.75 (0.40%)Admitted-Finance | -0.60% | ₹1.1 Cr+₹45,115.75 (0.40%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
25 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and fixing Grass Grid work along 132m wide road Sector KP-2, Greater Noida.
2026_GNIDA_1160676_9
SM/(E-TENDER CELL)/2026/758 DATED-11.06.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,310
₹2.3 L
5 Aug 2026
16 Jun 2026
29 Jun 2026
16 Jun 2026
25 Jun 2026
16 Jun 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 | 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) | 1 | Cum | - | - |
| 2 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) | 1 | Cum | 1 | ₹1 |
| 3 | 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) | - | Sqm | - | - |
| 4 | 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) | - | Cum | - | - |
| 5 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA) | - | Sqm | - | - |
| 6 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)
Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) | - | Cum | - | - |
| 7 | Labour cess and GST will be paid extra as per Govt. orders. | - | - | - | - |
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