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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.2 LAccepted-Finance | ₹70.2 L | L1 | Accepted-Finance Accept |
| 2 | L2₹73.1 LRejected-Finance | ₹73.1 L | L2 | Rejected-Finance Reject |
Tender Value
₹74.9 L
EMD Value
₹56,197
Closing Date
23 Apr 2026, 5:30 pmClosed
Suresh Kumar Ahirwar
GWALIOR MUNICIPAL CORPORATION
Construction of C.C. Road and nail Work at Govt. Primary School to Mohar Singh House Village Piproli Zone No. 25 ward No. 66 file No. 188/26X3/6
2026_UAD_493373_1
MPGMC/188/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
120 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹56,197
7 May 2026
23 Mar 2026
27 Apr 2026
24 Mar 2026
23 Apr 2026
13 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 |
|---|---|---|---|---|---|---|
| 1Providing 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.. 600×6×0.10= 360 | ||||||
| 2Providing 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 600×6×0.10=360 2× 600×1×0.10=120 | ||||||
| 3Excavation for roadwork in soil with hydraulic excavatorincluding cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements oflines, grades and cross sections, and transporting totheembankment location with all lifts and lead up to 1000 mas per Section-300 of the specifications 2×600×1×1=1200 | ||||||
| 4 | Transportation by Mechanical means including loading, unloading
and stacking | - | CUM | 1 | - | BI01010001010000000000000515BI0100001117 |
| 5Providing 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.. 2×600×1×0.10=120 | ||||||
| 6Reinforcedcementconcreteworkinwalls(anythickness),includingatta chedpilasters,buttresses,plinthandstringcourses,fillets,columns,pill ars,piers,abutments,postsandstrutsetc.aboveplinthlevelanduptoflo ortwolevelexcludingcostofcentering,shuttering and reinforcementetc.CementconcretegradeM- 20(NominalMix)with20mmmaximumsizeof stone aggregat 4×600×0.10×0.90 =216 | ||||||
| 7Centeringandshutteringincludingstrutting,proppingstretchingetc.C ompleteforandremovalofformworkbysheetplateorplywoodshutteri ng for Foundations, footings, bases of columns, etc. For mass concrete. 8×600×1 =4800 | ||||||
| 8ReinforcementforR.C.C.workincludingstraightening,cutting,bending ,placinginpositionandbindinguptofloorlevelincludingcostofbinding wire,wastageandoverlapsupto12mmhorizontal/inclinedposition of reinforcement barsins laband beams,plinth,chajjas,lintels,upto4.5mverticallengthofreinforcemen tinwallcolumns(overlapsshallbeprovidedasperrequirementofIS:139 20;IS456&SP:34) etc. complete Mild steel and Medium Tensile steel bars. | ||||||
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