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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | ₹6.9 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹7.1 LRejected-Finance | ₹7.1 L | L2 | Rejected-Finance Reject |
Tender Value
₹7.4 L
EMD Value
₹7,351
Closing Date
7 Apr 2026, 5:30 pmClosed
Sushil katare
GWALIOR MUNICIPAL CORPORATION
Ward No. 52 Construction work of C.C. Road and Drain at Diffetent Places File No. 168/26X3/6 (Molik Nidhi)
2026_UAD_493337_1
MPGMC/168/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
60 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹7,351
22 May 2026
23 Mar 2026
9 Apr 2026
24 Mar 2026
7 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|---|
| 1Excavation for Pipe/Cable laying Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils For drain 200 x 0.50 x 0.50 = 50 | ||||||
| 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. For drain 200 x 0.50 x 0.10 = 10 | ||||||
| 3Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 2no x 200 x 0.30 = 120 | ||||||
| 4Providing 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). For drain 2 x 200 x 0.30 x 0.10 = 12 Base 200 x 0.50 x 0.075 = 7.50 2 x 100 x 0.30 x 0.15 =9 For road 125 x 3 0.125 = 46.875 Khasgi bypass road 50 x 6 x 0.125 = 37.50 | ||||||
| 5Brick work with common burnt clay modular bricks of class designation 4.0 (40 kg/cm2) in foundation and plinth in: Cement Mortar 1:6 (1 cement: 6 coarse sand). | ||||||
| 612 mm cement plaster of mix: 1:6 (1 cement: 6 fine sand) | ||||||
| 7Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 450 x 900 mm heavy duty | ||||||
| 8Providing PVC pipe slotted as per direction of Engineer-in-Charge and fixing in Rain water recharge pit/Percolation pit or Soakway with jute coir wrapping pipe.150 mm dia | ||||||
| 9 | Transportation by Mechanical means including loading, unloading and stacking
Earth work
For 5 km
For drain 200 x 0.50 x 0.50 = 50 | - | cum | 1 | - | BI01010001010000000000000515BI0100001122 |
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