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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -4.25% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹2.1 L (2.04%)Admitted-Finance | -2.30% | ₹1.1 Cr+₹2.1 L (2.04%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.5 L (3.40%)Admitted-Finance | -0.99% | ₹1.1 Cr+₹3.5 L (3.40%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹3.7 L (3.55%)Admitted-Finance | -0.85% | ₹1.1 Cr+₹3.7 L (3.55%) | L4 | Admitted-Finance |
| 5 | L5₹1.1 Cr+₹4.0 L (3.86%)Admitted-Finance | -0.55% | ₹1.1 Cr+₹4.0 L (3.86%) | L5 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
20 Apr 2026, 5:00 pmClosed
GENERAL MANAGER CIVIL
sec 6 noid
M/o Drain (M/o Drain, Culvert, Repair of Jaal And Other Misc. Work in Sector-40) Noida.
2026_NOIDA_1134666_1
87/NOIDA/GM/SM-WC-03/2025-26
Open Tender
Civil Works - Others
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
noida
₹2.2 L
9 Jun 2026
8 Apr 2026
21 Apr 2026
8 Apr 2026
20 Apr 2026
8 Apr 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 excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge | - | Cum | - | - |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | cum | - | - |
| 3 | Taking out existing CC interlocking Paver Blocks from footpath/central verge, including removal of rubbish 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 2016/ I.No. 16.83/P-280) | - | Sqm | - | - |
| 4 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost) | - | Sqm | - | - |
| 5 | P/L factory made coloured chamfered edge cement concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, caompacting and proper embedding/laying of inter locking 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, parks, lawns, drive ways or light traffic parking etc. complete as per manufacture's specifications & Direction of Engineer in charge 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. DSR-2018/I.No-16.91) | - | Sqm | - | - |
| 6 | Stone Screening Material for GSB G-2, G-3 & WMM ( 2.36MM Gauage & Below | - | Cum | - | - |
| 7 | 279 Cement Concrete with 4 cm gauage 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 work. | - | Cum | - | - |
| 8 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four no longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | - | Each | - | - |
| 9 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated upto 50 m and lift upto 1.5 m disposed soil to be levelled and neatly dressed. All kinds of soil. (DSR-2016/I-2.1.1/P-64) | - | Sqm | - | - |
| 10 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. | - | Cum | - | - |
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