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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-Finance PANDE BHAWAN NAKKASA NO 2 BABAN KI PAYEGA NAI SADAK LASHKAR GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹10.8 L | L1 | Accepted-Finance Accept |
| 2 | L2₹11.2 LRejected-Finance | ₹11.2 L | L2 | Rejected-Finance Reject |
Tender Value
₹11.4 L
EMD Value
₹8,543
Closing Date
11 May 2026, 5:30 pmClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
Moulik Nidhi Construction of C.C. Road and Drain in both iances of Sukh Sagar Hotal, in both lances in front of Sukh Sagar Hotal and on the Outer Bridge in front of Shiv Mandir Chowk. ward No. 44. File No. 195/26X3/6.
2026_UAD_499386_1
MPGMC/195/26x3/6/jan/2025-26
Open Tender
Civil Works - Others
90 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹8,543
29 May 2026
10 Apr 2026
13 May 2026
11 Apr 2026
11 May 2026
30 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Dismantling of Cement Concrete Pavement
Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications.
For road 35 x 3 x 0.20 = 21 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | 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 0.075 = 3.75 | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 5 | 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 100 x 0.50 x 0.10 = 5
For road 250 x 4 x 0.125 = 125
2 x 100 x 3 x 0.10 = 60 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | 12 mm cement plaster of mix:
1:6 (1 cement: 6 fine sand) | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 8 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 9 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
| 10 | 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 | - | BI01010001010000000000000515BI0100001123 |
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