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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-Finance | ₹6.5 L | L1 | Accepted-Finance Accept |
| 2 | L2₹6.8 L+₹22,658.46 (3.46%)Rejected-Finance | ₹6.8 L+₹22,658.46 (3.46%) | L2 | Rejected-Finance Reject |
Tender Value
₹8.0 L
EMD Value
₹7,978
Closing Date
2 Apr 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
(PARSHAD NIDHI) Construction of C.C road and drain work at in front of manoj dube and suman tiwari house, shivhare colony. Ward No.26, Zone 09, file No. 619/25X3/6. 2nd Call
2026_UAD_480842_2
MPGMC/619/25x3/6/jan/2025-26
Open Tender
Civil Works - Others
Percentage
60 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹7,978
27 Jul 2026
18 Mar 2026
6 Apr 2026
19 Mar 2026
2 Apr 2026
26 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 | Dismantling of cement concrete pavement i/c 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 upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 | 1 | cum | - | - |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. | 1 | cum | - | - |
| 3Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil | |||||
| 4Transportation By Mechanical means including loading, unloading and stacking | |||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate | |||||
| 7Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc. For mass concrete. | |||||
| 8 | Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin /plate/screed vibrators including formwork by strong steel girders fixed by spikes. | 1 | cum | - | - |
| 9Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20mm 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, i/ccutting of joints @4to 5 minterval & filling it with hotapplied bituminous sealant (without dowel bars). (max. thickness 20cm) 6.7Deduct from Item No.6.2, 6.3 and 6.6 above if paver with electronic sensor is not used and laying, compaction is done by any other method (Note:-The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) This item is to be executed with Prior written permission of Engineer-in-charge | |||||
| 10 | Brick masonary work in 1:3 (1cement:3sand) with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15% ) in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications. 6.2.2 Cement mortar 1:6 (1 cement : 6 coarse sand | 1 | cum | - | - |
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