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Tender Value
₹11.0 Cr
EMD Value
₹21.0 L
Closing Date
9 Jun 2026, 5:00 pm2d left
SM_TENDER CELL
GNIDA OFFICE
P/L End to End Pavement and C/o RCC drain from Naton ki Madhaiya to Kasna T-Point (S.K.Road), Greater Noida.
2026_GNIDA_1151722_21
SM/(E-TENDER CELL)/2026/752 DATED-19.05.2026
Open Tender
Civil Works
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹21.0 L
26 May 2026
26 May 2026
11 Jun 2026
26 May 2026
9 Jun 2026
26 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 | 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) | 1,955.36 | Cum | 779.76 | ₹15,24,711.51 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).
(DSR-18/15.2.2/AR) | 431.45 | Cum | 569.25 | ₹2,45,602.91 |
| 3 | Excavation in foundation in ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. 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 removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).
(SOR-20/4.01/251(a)) | 6,327.16 | Cum | 95 | ₹6,01,080.2 |
| 4 | 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/AR) | 20,797 | Sqm | 83.01 | ₹17,26,358.97 |
| 5 | 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 paver in sub- base / base course on well prepared surface and compacting
with vibratory roller to achieve the desired
density.
(MoRTH-20/4.14/406/B) | 2,599.63 | Cum | 5,004.19 | ₹1,30,09,042.45 |
| 6 | Providing and laying Pre-cast RCC Grass paver block of M-30 grade of size 450x450x70 mm, 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 an proper embedding/laying of paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling and swepping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacture's specification & direction of Engineer-in-charge. 70 mm thick RCC pavement slab block of M-30 grade with approved colour, design & pattern. (Based on DSR-18/16.91/AR/SOR) | 20,797 | Sqm | 1,243.39 | ₹2,58,58,781.83 |
| 7 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 including supply of all material, labour, tools & plant etc, required for proper completion of the work.
(UPPWD/SOR-20/5.08/281) | 821.2 | Cum | 5,820 | ₹47,79,384 |
| 8 | RCC Grade M-25 using batching plant transit mixer & manual placing.
(MORTH-20/9.06/E/Case-II) | 3,594.56 | Cum | 8,226.9 | ₹2,95,72,085.66 |
| 9 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. up to plinth level Thermo-Mechanically Treated bars og grade Fe 500D or more. (Sail Steel)
(DSR-18/5.22.6/AR) | 2,91,901.07 | Kg | 83.78 | ₹2,44,55,471.64 |
| 10 | Supply of Dewatering Pump 10 HP | 5,400 | Hrs | 361.5 | ₹19,52,100 |
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PreQ_End_to_End_Naton_ki_Madiya_80m.pdf
Tender Documents • 2.43 MB
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