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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹5.4 L+₹23,573.19 (4.53%)Rejected-Finance | ₹5.4 L+₹23,573.19 (4.53%) | L2 | Rejected-Finance Reject |
Tender Value
₹5.6 L
EMD Value
₹5,612
Closing Date
18 Mar 2026, 10:30 amClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
(MOLIK NIDHI) Construction of C.C Road and drain Work at lala ka bazaar main road behind ashok vijayawargi wali gali nanak ram ka bada. Ward No. 50, file No. 144/26X3/6.
2026_UAD_486738_1
MPGMC/144/26x3/6/jan/2025-26
Open Tender
Civil Works - Others
Percentage
60 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹5,612
1 Sept 2026
2 Mar 2026
23 Mar 2026
3 Mar 2026
18 Mar 2026
11 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 |
|---|---|---|---|---|---|
| 1 | Excavation 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 | - | cum | - | - |
| 2 | Providing 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 | - | cum | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
2no x 100 x 0.30 = 60 | - | sqm | - | - |
| 4 | 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).
For drain
2 x 100 x 0.30 x 0.10 = 6
Base 1 x 100 x 0.50 x 0.075 = 3.75
For road
100 x 3.50 x 0.125 = 43.75
Chock 12 x 15 x 0.125 = 22.50
Nanak sahib gali 50 x 2.50 x 0.125 = 15.625 | - | cum | - | - |
| 5 | Brick 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). | - | cum | - | - |
| 6 | 12 mm cement plaster of mix:
1:6 (1 cement: 6 fine sand) | - | sqm | - | - |
| 7 | Providing & 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 | - | each | - | - |
| 8 | Providing 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 | - | RM | - | - |
| 9 | Transportation by Mechanical means including loading, unloading and stacking
Earth work
For 5 km
For drain 100 x 0.50 x 0.50 = 25 | - | cum | 1 | - |
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