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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.2 LAdmitted-Finance WARD NO 04 GRAM KOTHRA POST DAGDIHA TEHSIL RAGHURAJNAGAR DISTRICT SATNA MADHYA PRADESH PIN 485001 | SATNA | SATNA | MADHYA PRADESH | 485001 | L1 | Admitted-Finance |
Tender Value
₹12.7 L
EMD Value
₹9,530
Closing Date
16 Jun 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(Moulik Nidhi) Construction of Boundary wall at Rampuri Mohalla Ramdaas Ghati Zone No.07 Ward No.02.File No.324/25X3/3.3rd Call.
2026_UAD_478942_3
MPGMC/324/25X3/3/Jan/2025-26
Open Tender
Civil Works - Others
Percentage
60 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,530
30 Jun 2026
1 Jun 2026
18 Jun 2026
2 Jun 2026
16 Jun 2026
9 Jun 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 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.
1:4:8 or leaner mix | - | cum | - | - |
| 2 | Earthwork in excavation for foundation, trenches for pipes/cables or drains etc. by mechanical means/ manual means (exceeding 30 cm in depth.) including
ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50 m. Disposed earth to be levelled and neatly dressed.
All kinds of soil | - | cum | - | - |
| 3 | Transportation By Mechanical means including loading, unloading and stacking 3km or Part thereof
Excavated Earth | - | cum | 1 | - |
| 4 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and overlaps upto 12 mm horizontal/inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5 m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS:13920; IS456 & SP: 34) etc. complete.
Hot rolled deformed bars
For Foundation
(16 mm dia @ 1.59 kg/m) For Plinth Beam
(Main bar 12 mm dia @ 0.89 kg/m)
(Hanger bar 12 mm dia @ 0.89 kg/m) For Supporting Columns
(Bar 12 mm dia @ 0.89 kg/m) For Retaining Wall
(Long. Bar = 10 mm dia @ 0.62 kg/m)
(Lat. Bar = 10 mm dia @ 0.62 kg/m) | - | Kg | - | - |
| 5 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or plywood shuttering for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
For Foundation For Plinth Beam For Supporting Columns For Rertaining Wall | 1 | sqm | - | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
For Foundation For Plinth Beam For Supporting Columns For Rertaining Wall | - | cum | - | - |
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