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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.7 LRejected-Finance | ₹4.7 L | L2 | Rejected-Finance Reject |
Tender Value
₹4.8 L
EMD Value
₹4,817
Closing Date
10 Apr 2026, 5:30 pmClosed
Sushil katare
GWALIOR MUNICIPAL CORPORATION
Ward No. 46 road and Drain Construction work in Khedkar ka bada Saujanya wali gali file no. 169/26x3/6 (Moulik Nidhi)
2026_UAD_494375_1
MPGMC/169/25X3/6/Jan/2025-26
Open Tender
Civil Works - Others
Percentage
30 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹4,817
5 Aug 2026
25 Mar 2026
13 Apr 2026
26 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 |
|---|---|---|---|---|---|
| 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 100 x 0.50 x 0.50 = 25 | |||||
| 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 100 x 0.50 x 0.10 = 5 10 x 4 x 0.10 = 4 | |||||
| 3Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 2no x 100 x 0.30 = 60 | |||||
| 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 100 x 0.30 x 0.10 = 6 Base 100 x 0.50 x 0.075 = 3.75 For road 100 x 6 x 0.10 = 60 | |||||
| 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 100 x 0.50 x 0.50 = 50 | - | cum | 1 | - |
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