Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l-1₹4.1 CrAccepted-Finance | ₹4.1 Cr | l-1 | Accepted-Finance l-1 |
| 2 | l-2₹4.1 Cr+₹42,775.88 (0.10%)Rejected-Finance | ₹4.1 Cr+₹42,775.88 (0.10%) | l-2 | Rejected-Finance l-2 |
| 3 | l-3₹4.2 Cr+₹6.8 L (1.67%)Rejected-Finance CORPORATE OFFICE E BLOCK E44 GROUND FLOOR SECTOR 36 G B NAGAR 201310 | NAGAR | G B NAGAR | UTTAR PRADESH | 201310 | ₹4.2 Cr+₹6.8 L (1.67%) | l-3 | Rejected-Finance l-3 |
| 4 | l-4₹4.2 Cr+₹8.9 L (2.16%)Rejected-Finance | ₹4.2 Cr+₹8.9 L (2.16%) | l-4 | Rejected-Finance L-4 |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
22 Apr 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
M/o Road (Repair of Peripheral Service Road, RCC Drain and Footpath Infosys IT Campus at A-01 to A-06 in Sector-85) Noida
2026_NOIDA_1134900_1
40/GM/SM/WC-7/ET/2025-26
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹8.6 L
22 May 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
22 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 |
|---|---|---|---|---|---|
| - | 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 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. All kinds of soil | - | Cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, as directed by engineer-in-charge. The Contractor has defect 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 Engineer-in-charge. | - | 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 1:4:8 or leaner mix (i/c equivalent design mix) | - | Cum | - | - |
| - | Dismantling Kerb stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) | - | Rmt | - | - |
| - | 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. | - | Sqm | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand stone aggregate 40 mm nominal size) (4.1.8) | - | cum | - | - |
| - | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level | - | cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - |
| - | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | - | 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 • 0.25 MB
BOQ_2118744.xls
BOQ • 1.27 MB
Capability.xls
Additional Documents • 0.04 MB
TD.pdf
Tender Documents • 13.10 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .