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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.2 LAccepted-AOC | ₹39.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹40.7 L+₹1.5 L (3.78%)Rejected-Finance | ₹40.7 L+₹1.5 L (3.78%) | L2 | Rejected-Finance Reject |
Tender Value
₹42.4 L
EMD Value
₹31,812
Closing Date
9 Jun 2026, 5:30 pmClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
Nigam Nidhi Construction Of Nala at Toota Chowk Se Adarsh Mill Tak. ward No. 03. Zone 07 File No. 303/26X3/6.
2026_UAD_510285_1
MPGMC/303/26x3/6/jan/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹31,812
20 Jul 2026
25 May 2026
11 Jun 2026
26 May 2026
9 Jun 2026
2 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 | 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. | - | cum | - | - |
| 2 | EXCAVATION BY MANUAL MEANS: Excavation for roadway in soil including loading and unloading in/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead up to 1000 Meters as per Section-300 of the specifications. | - | cum | - | - |
| 3 | Transportation By Mechanical means including loading, unloading and stacking
5 km or Part thereof | - | cum | 1 | - |
| 4 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or plywood shuttering for :
Foundations, footings, bases of columns, etc. For mass concrete. | - | Sqm | - | - |
| 5 | Providing and Laying Reinforced cement concrete Hume pipe NP4 for culverts including fixing collar with cement mortar 1:2 excluding excavation bedding, protection works, backfilling, concrete and masonry work in head walls and parapets as per Section 2900 of the specifications.
1000 mm dia., in single row, | - | RM | - | - |
| 6 | Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 40 kg/sq cm and water absorption not more than 15% in foundation and plinth.
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 7 | 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; IS 456 &SP: 34) etc. complete.
Thermo-Mechanically Treated bars. (Fe 500 D or more) | - | Kg | - | - |
| 8 | 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) | - | cum | - | - |
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Estimete303.pdf
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