Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.4 CrRejected-Finance | ₹1.4 Cr | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.4 CrRejected-Finance | ₹1.4 Cr | L-3 | Rejected-Finance L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 0 BADHALGANJ SADAR SADAR ROAD AZAMGARH UTTAR PRADESH 276128 UDYAM UP 07 0021622 | AZAMGARH | UTTAR PRADESH | 276128 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
15 Apr 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
Strengthening of Road (Raising/Leveling of Road and DBM and BC work, C/o R.C.C. Drain and Grass turf paver block in footpath at B-48 to B-57 Sector-83) Noida
2026_NOIDA_1134950_1
23/GM/SM-(W.C.-7)/ET/2025-26
Open Tender
Civil Works
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹2.9 L
Yes
19 May 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
15 Apr 2026
9 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 | Item Code |
|---|---|---|---|---|---|---|
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. | - | Cum | - | - | Cum | |
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - | Cum | |
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m. as directed by Engineer-in-charge. 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 excacvation and shall start excavation only after getting permission of Engineer-in-charge. | - | Cum | - | - | Cum | |
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.The Contractor has to dectect different utilities like sewer line, water supply line, electric cable, telephone cable , gas pipe line etc, using utility decteting machine before start of excavation and shall start excavation only after getting permission of E/I. All kind of soil (Letter No. Noida/CPE/2015/464, Dt. 20.07.2015) | - | Cum | - | - | Cum | |
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. | - | Sqm | - | - | Cum | |
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate | - | Cum | - | - | Cum | |
Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate | - | Cum | - | - | Cum | |
Supplying and stacking at site. Moorum. | - | Cum | - | - | Cum | |
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | - | Cum | - | - | Cum | |
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 | - | Mtr | - | - | Cum |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.26 MB
TD.pdf
Tender Documents • 5.54 MB
BOQ_2118846.xls
BOQ • 0.26 MB
C.xls
Additional Documents • 0.04 MB
Download all tender documents and submit your bid