Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | -26.51% | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 CrAdmitted-Finance | -3.50% | ₹3.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.8 CrAdmitted-Finance E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | -1.75% | ₹3.8 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
15 Apr 2026, 5:00 pmClosed
GM Civil
Sector-6, Noida
M/o Drain (ReConstruction of RCC Drain at 45.00M wide road from DSC Road to Starling Mall in Sector-104)Noida
2026_NOIDA_1133048_1
71/GM(C)/SM(WC-8)/ET/2025-26
Open Tender
Civil Works
180 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Noida
₹7.8 L
8 May 2026
3 Apr 2026
16 Apr 2026
3 Apr 2026
15 Apr 2026
3 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 |
|---|---|---|---|---|---|---|
| 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone calbe, 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Cold Twisted Bars | - | Kg | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. (DSR-18/5.9.1) | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | - | kLtr | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.21 MB
BOQ_2115010.xls
BOQ • 0.26 MB
TD71.pdf
Tender Documents • 2.29 MB
Capability-71.xls
Additional Documents • 0.04 MB
Download all tender documents and submit your bid