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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹7.9 L+₹72,575.89 (10.2%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹8.4 L+₹1.3 L (17.5%)Rejected-Finance 14 SHANTI NAGAR NAI SADAK GWALIOR | L3 | Rejected-Finance Reject |
Tender Value
₹12.6 L
EMD Value
₹9,450
Closing Date
5 Jun 2026, 5:30 pmClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
Nigam nidhi Construction of C.C. Road and drain At PHE Mandir Street Sagar Taal . Ward 05 Zone 01 File No. 132/26X3/6.
2026_UAD_505097_1
MPGMC/132/26x3/6/jan/2026-27
Open Tender
Civil Works - Others
Percentage
30 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,450
9 Jul 2026
5 May 2026
8 Jun 2026
6 May 2026
5 Jun 2026
26 May 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. | - | CUM | - | - |
| 2 | Providing crushed stone aggregate,
depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. By Mix in Place Method. For 53 mm maximum size | - | CUM | - | - |
| 3 | Providing 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) | - | CUM | - | - |
| 4 | Centering and shuttering including strutting, propping etc.and removal of form for :Foundations, footings, bases of columns, etc. For mass concrete. | - | sqm | - | - |
| 5 | Brick masonry work in 1:3 (1cement :3 sand) with well burnt chimney bricks (crushing strength not less than 40kg
/sqcm and water absorption not more than 15%) in sub-structure complete excluding pointing and plastering, as per section 1300 of the specifications. | - | Cum | - | - |
| 6 | Plastering with cement mortar (1:3) on brick work in sub-structure as per section
1300 of the specifications. | - | Cum | - | - |
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Tender Documents • 2.87 MB
BOQ_608666.xls
BOQ • 0.24 MB
Estimete132.pdf
Additional Documents • 1.62 MB
Drawing132.pdf
Additional Documents • 0.84 MB
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