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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-Finance | ₹45.9 L | L1 | Accepted-Finance Accept |
| 2 | L2₹47.5 LRejected-Finance | ₹47.5 L | L2 | Rejected-Finance Reject |
Tender Value
₹49.1 L
EMD Value
₹36,829
Closing Date
21 Apr 2026, 5:30 pmClosed
Suresh Kumar Ahirwar
GWALIOR MUNICIPAL CORPORATION
Construction of C.C. Road and Nali work at Village Chhoda Zone No. 25 ward no. 66 file No. 187/26X3/6
2026_UAD_492407_1
MPGMC/187/26X3/6/Jan/2025-26
Open Tender
Civil Works - Others
90 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹36,829
4 May 2026
18 Mar 2026
23 Apr 2026
19 Mar 2026
21 Apr 2026
10 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 |
|---|---|---|---|---|---|---|
| 1ISSR SOR 3.3 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 up to 1000 m as per Section-300 of the specifications. | ||||||
| 2ISSR SOR 3.9.1 Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils | ||||||
| 3 | SOR 1.2 Transportation By Mechanical means including loading, unloading and stacking Excavated Earth 3km or Part thereof | - | Cum | 1 | - | BI01010001010000000000000515BI0100001116 |
| 4V2 SOR 19.1.2/208 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | ||||||
| 5V1 ISSR 4.2.1.1 Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. By Mix in Place Method For 53 mm maximum size | ||||||
| 6V2 SOR 4.1.3/32 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth levelCement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate | ||||||
| 7V1 ISSR 6.3 Providing 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. | ||||||
| 8V1 ISSR 6.4 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). | ||||||
| 9V3 SOR 22.6.2/233 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe | ||||||
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