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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC A 94 SECTOR P 3 GREATER NOIDA G B NAGAR | GREATER NOIDA | G B NAGAR | U P | ₹2.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹1.6 L (0.62%)Rejected-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | ₹2.6 Cr+₹1.6 L (0.62%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.6 Cr+₹2.8 L (1.09%)Rejected-Finance | ₹2.6 Cr+₹2.8 L (1.09%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
1 Jul 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and fixing Grass paver Block along service road of 132m wide road in Sector KP-3, Greater Noida
2026_GNIDA_1161225_8
SM/(E-TENDER CELL)/2026/761 DATED-13.06.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹4,400
₹5.3 L
9 Sept 2026
17 Jun 2026
3 Jul 2026
17 Jun 2026
1 Jul 2026
17 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 | Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distance as directed by the Engineer in charge excluding Royallity. Wherever applicable for small work of Abadi area. (Where machine can not reach/move) SOR-20/253(a)/4.03) | 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 |
| 3Preparation 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) | |||||
| 4Granular 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) | |||||
| 5Providing and laying Pre-cast RCC Grass paver block of M-30 grade of size 450x450x70mm, including reinforcement with 8mm dia M.S. bars on each side, including setting in position in footpath to the required level and line over a bed of 50mm thick compacted fine sand, compacting and proper embedding/laying of paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, park, lawns drive ways or light traffic parking etc. complete as per manufacture's spefications & direction of Engineer-in-charge. | |||||
| 5.01 | 70mm thick RCC pavement slab block of M-30 grade with approved colour, design & pattern (Based on DSR-18/16.91/AR/SOR) | - | Cum | - | - |
| 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) | 1 | Cum | - | - |
| 7Labour cess and GST will be paid extra as per Govt. orders. | |||||
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