Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance | ₹1.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.1 CrRejected-Finance | ₹1.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.1 CrRejected-Finance 0 BADHALGANJ SADAR SADAR ROAD AZAMGARH UTTAR PRADESH 276128 UDYAM UP 07 0021622 | AZAMGARH | UTTAR PRADESH | 276128 | ₹1.1 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹1.2 Cr
EMD Value
₹2.8 L
Closing Date
15 Apr 2026, 5:00 pmClosed
GM CIVIL
Main Administrative Building Sector-6 Noida
Development of Sector-122 (Raising of Boundary wall of Sunshine Appartment and Misellenous Work Sector-122), Noida
2026_NOIDA_1132314_1
58/GM/SM-WC-6/2025-26
Open Tender
Civil Works
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹2.8 L
22 May 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
15 Apr 2026
1 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 |
|---|---|---|---|---|---|
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 | - | Cum | - | - | |
Cleaning Jungle including up rooting of rank. Vegetation grass, push, wood trees and sampling of grith upto 30 cms measured at a Height of 1 M Above ground level and Removal of Rubbish up to a Distance of 50M. Out side the Periphery of Area Cleared. | - | Sqm | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15.00 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | - | 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, anufactured 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 | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically treated bars of Grade Fe-500D or More | - | Kg | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and
cantilevers | - | Sqm | - | - | |
Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | - | Sqm. | - | - | |
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove | - | meter | - | - | |
Tractor with Trolley including P.O.l & Driver | - | Days | - | - | |
S/O Beldar | - | Days | - | - |
stage.html
html • 0.05 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 • 0.12 MB
Capability.xls
Additional Documents • 0.05 MB
TD.pdf
Tender Documents • 5.16 MB
BOQ_2113236.xls
BOQ • 0.88 MB
Download all tender documents and submit your bid