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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.1 CrAdmitted-Finance 31 INDIRA HOUSING SOCIETY DATT MANDIR CHOWK GONDUR ROAD DEVPUR DHULE 424002 | DHULE | DHULE | MAHARASHTRA | 424002 | +7.77% | ₹7.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.1 CrAdmitted-Finance 1 SHRIKRUPA GULMOHOR COLONY WADHIBHOKAR ROAD DEOPUR DHULE 424 002 | DHULE | DHULE | MAHARASHTRA | 424002 | +8.00% | ₹7.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.1 CrAdmitted-Finance FLAT NO 50 SASTANGA COLONY GONDUR ROAD NEAR BSNL OFFICE DHULE DEVPUR DHULE | DHULE | DHULE | MAHARASHTRA | +8.11% | ₹7.1 Cr | L3 | Admitted-Finance |
Tender Value
₹6.6 Cr
EMD Value
₹3.3 L
Closing Date
21 May 2026, 5:00 pmClosed
Executive Engineer,P.W.Division,Dhule
Executive Engineer, P.W.Division,Dhule
Construction of Major Bridge with approaches on Road VR-106 Connecting Avdhan MIDC NH-60 to MDR-54 (Raver) Roads in Km 1/430 Tal.Dist. Dhule
2026_PWR_1302754_2
Dhule/ETN_No.5/2026-27
Open Tender
Civil Works
365 days
Dhule
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
₹3.3 L
Chief Engineer, P.W.Region, Nashik
25 May 2026
14 May 2026
22 May 2026
14 May 2026
21 May 2026
14 May 2026
18 May 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 |
|---|---|---|---|---|---|---|
| 1Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means) | ||||||
| 2Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50 meter lift Normal Rate | ||||||
| 2.01 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
b) 1.50 meter to 3.00 meter lift, Add 10Percentage | - | One Cubic Meter | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
b) 1.50m to 3.00meter lift, Add 10Percentage | 1 | One Cubic Meter | - | - | BI01010001010000000000000515BI0100001116 |
| 3.01 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
c) 3.00m to 4.50meter lift, Add 20Percentage | 1 | One Cubic Meter | 1 | ₹1 | BI01010001010000000000000515BI0100001117 |
| 4 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
b) 1.50 meter to 3.00 meter lift, Add 10Percentage | 1 | One Cubic Meter | - | - | BI01010001010000000000000515BI0100001118 |
| 4.01 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
c) 3.00 meter to 4.50 meter lift, Add 20Percentage | - | One Cubic Meter | 1 | - | BI01010001010000000000000515BI0100001119 |
| 5 | Excavation for foundation in hard rock by controlled blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. | - | One Cubic Meter | 1 | - | BI01010001010000000000000515BI0100001120 |
| 6 | Dewatering on BHP basisby using water pump including diversion of stream, providing cofferdaMild Steel, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 1 | One Hour | - | - | BI01010001010000000000000515BI0100001121 |
| 7 | Providing and laying in situ / ready mix / ready mix Mix-15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) | 1 | One Cubic Meter | - | - | BI01010001010000000000000515BI0100001122 |
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