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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Finance | -2.33% | ₹4.2 L | L1 | Admitted-Finance |
Tender Value
₹4.3 L
EMD Value
₹4,345
Closing Date
31 Jul 2026, 5:30 pmClosed
Mahendra Prashad Agrawal
Gwalior Municipal Corporation
Shifting of Pipe Line at Ward No. 22 in P and T Colony. File No. 72/26X9/1. 2nd Call
2026_UAD_512005_2
MPGMC/72/26X9/1/PHE/2026-27
Open Tender
Miscellaneous Works
Percentage
30 days
PHE Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹4,345
19 Aug 2026
15 Jul 2026
3 Aug 2026
16 Jul 2026
31 Jul 2026
24 Jul 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.
200 MM | 4 | CUM | 749 | ₹2,996 |
| 2 | 300 MM | 4.5 | CUM | 749 | ₹3,370.5 |
| 3 | Earth 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 ordinary soil 0 to 1.5m
200 MM | 18 | CUM | 151 | ₹2,718 |
| 4 | 300 MM | 20.25 | CUM | 151 | ₹3,057.75 |
| 5 | GRANULAR COURSE
200 MM | 4 | CUM | 378 | ₹1,512 |
| 6 | 300 MM | 4.5 | CUM | 378 | ₹1,701 |
| 7 | Providing, laying, jointing & testing of socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of joint. 200 MM | 25 | MTR | 2,007 | ₹50,175 |
| 8 | 300 MM | 25 | MTR | 3,319 | ₹82,975 |
| 9 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
200 MM | 18 | CUM | 89 | ₹1,602 |
| 10 | 300 MM | 20.25 | CUM | 89 | ₹1,802.25 |
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BOQ_628270.xls
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Estimate.pdf
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