Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-Finance FLAT NO 201 LAXMI PARK NIWAS BT KAWADE ROAD GHORPADI PUNE 411036 | PUNE | MAHARASHTRA | 411036 | ₹6.3 L | L1 | Accepted-Finance Accept |
| 2 | L2₹6.5 LRejected-Finance | ₹6.5 L | L2 | Rejected-Finance Reject |
Tender Value
₹6.7 L
EMD Value
₹6,719
Closing Date
10 Apr 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
Ward Samiti nidhi C.C. Road And Drain Construction Work in Front of Govment Higher Secondary School Pagan VC Ward 52 Zone 21.File No. 170/26X3/6.
2026_UAD_494757_1
MPGMC/170/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
60 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹6,719
11 May 2026
26 Mar 2026
13 Apr 2026
27 Mar 2026
10 Apr 2026
2 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation for drains by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil DRAIN= (2*120*.3*.20)= 15 | |||||
| 2Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes ROAD= 1*125*5*.10= 60 | |||||
| 3Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). DRAIN=(2*125*.30*.10 + 2*125*.10*.30)=15 ROAD= 1*125*5*.10 =60 | |||||
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 • 1.94 MB
BOQ_590195.xls
BOQ • 0.23 MB
Estimete.pdf
Additional Documents • 1.91 MB
Document.pdf
Tender Documents • 3.26 MB
Drawing.pdf
Additional Documents • 0.53 MB
Download all tender documents and submit your bid
