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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-Finance | ₹11.3 L | L1 | Accepted-Finance Accept |
| 2 | L2₹11.8 LRejected-Finance | ₹11.8 L | L2 | Rejected-Finance Reject |
Tender Value
₹12.1 L
EMD Value
₹9,089
Closing Date
27 Apr 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
Construction of C.C. Road and Nali Work At Hand Pump to Kishan Lal House Village Jamahar. Ward 63. Zone 23 File No. 178/26X3/6.
2026_UAD_494859_1
MPGMC/178/26x3/6/jan/2025-26
Open Tender
Civil Works - Others
60 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,089
7 May 2026
26 Mar 2026
29 Apr 2026
27 Mar 2026
27 Apr 2026
17 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 |
|---|---|---|---|---|---|---|
| 1Earth 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 up to 50m. Disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil For Drains | ||||||
| 2 | Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. 4.1.1.1 By Mix in Place Method Grading I | 1 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 3Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. (1365-89=1276) Deduction if paver is not used for spreading. Road | ||||||
| 4Providing 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. Road | ||||||
| 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). Road | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 64.1.6 Cement concrete gradeM-10 (Nominal Mix) with 40 mm maximum size of stone aggregate Drains | ||||||
| 74.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Drains | ||||||
| 8 | 4.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Drains | 1 | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 9Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plateor plywood shuttering for : 19.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc Drains | ||||||
| 10Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). 17.2.1 Size 300 mm dia. meter | ||||||
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