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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance PLOT NO 2 JAY GURUDEV NAGAR VIMAL RESIDENCY DEOPUR DHULE | L1 | Admitted-Finance | ||
| 2 | L2₹1.7 Cr+₹6.1 L (3.76%)Admitted-Finance 1 SHRIKRUPA GULMOHOR COLONY WADHIBHOKAR ROAD DEOPUR DHULE 424 002 | DHULE | DHULE | MAHARASHTRA | 424002 | L2 | Admitted-Finance | ||
| 3 | L3₹1.7 Cr+₹8.0 L (4.89%)Admitted-Finance 31 INDIRA HOUSING SOCIETY DATT MANDIR CHOWK GONDUR ROAD DEVPUR DHULE 424002 | DHULE | DHULE | MAHARASHTRA | 424002 | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical PLOT NO 3 YOGANAND CO OP HOUSING SOCIETY BEHIND BIJAN HOSPITAL NEAR MALPANNI HOSPITAL VIGHA MALA CANADA CORNER COLLEGE ROAD NASHIK | NASHIK | NASHIK | MAHARASHTRA | - | Rejected-Technical Disqualified |
Tender Value
₹1.6 Cr
EMD Value
₹1.5 L
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer, P.W.Division, Dhule
Executive Engineer, P.W.Division, Dhule
From Nandale Bk. To Dist Border Road (Tal. Dhule) (Construction of Minor bridge with bothside approaches on Nashik Dist.Border to Nandale Tarwade NH-211 Chande to Kunzar to Jalgaon Dist. Border road MDR-25 Km.16/750 Near Chande Village Tal.Dist.Dhule
2026_PWR_1321679_9
Dhule/ETN_No.16/2026-27
Open Tender
Civil Works
Percentage
270 days
Dhule
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
₹1.5 L
Superintending Engineer, P.W.Circle, Dhule
24 Sept 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
7 Aug 2026
27 Jul 2026
29 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 Millimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 Millimetre in thickness. | - | One Square Metre | - | - |
| 2 | Excavation 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 et cetera complete. ( By /manaual Means )
a) Upto 1.50 Metre lift Normal Rate
b) 1.50 Metre to 3.00 Metre lift, Add 10%
c) 3.00 Metre to 4.50 Metre lift, Add 20%
d) 4.50 Metre to 6.0 Metre lift, Add 30% | - | One Cubic Metre | - | - |
| 3 | Excavation 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 et cetera complete. ( By Mechanical Means )
a) Upto 1.50 Metre lift Normal Rate
b) 1.50 Metre to 3.00 Metre lift, Add 10%
c) 3.00 Metre to 4.50 Metre lift, Add 20%
d) 4.50 Metre to 6.0 Metre lift, Add 30% | - | One Cubic Metre | - | - |
| 4 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et cetera complete.
a) Upto 1.50 Metre lift Normal Rate
b) 1.50 Metre to 3.00 Metre lift, Add 10%
c) 3.00 Metre to 4.50 Metre lift, Add 20%
d) 4.50 Metre to 6.0 Metre lift, Add 30% | 1 | One Cubic Metre | - | - |
| 5 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et cetera complete.
a) Upto 1.50 Metre lift Normal Rate
b) 1.50 Metre to 3.00 Metre lift, Add 10%
c) 3.00 Metre to 4.50 Metre lift, Add 20%
d) 4.50 Metre to 6.0 Metre lift, Add 30% | 1 | One Cubic Metre | - | - |
| 6 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et cetera complete.
a) Upto 1.50 Metre lift Normal Rate
b) 1.50 Metre to 3.00 Metre lift, Add 10%
c) 3.00 Metre to 4.50 Metre lift, Add 20%
d) 4.50 Metre to 6.0 Metre lift, Add 30% | - | One Cubic Metre | - | - |
| 7 | Excavation for foundation in hard rock by controlled blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et cetera complete.
a) Upto 1.50 Metre lift Normal Rate
b) 1.50 Metre to 3.00 Metre lift, Add 10%
c) 3.00 Metre to 4.50 Metre lift, Add 20%
d) 4.50 Metre to 6.0 Metre lift, Add 30% | 1 | One Cubic Metre | - | - |
| 8 | Dewatering on Brake Horsepower basis by using water pump including diversion of stream, providing cofferdams, earthern bunds et cetera 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 Brake Horsepower pump et cetera complete. (prior approval of Superintending Engineer will be necessary) | - | One Hour | - | - |
| 9 | Providing and laying in situ / ready mix / ready mix Mix 10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing et cetera 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 Metre | 1 | ₹1 |
| 10 | Providing and filling annular space around footing in rock by using concrete of M15 grade et cetera complete. | - | One Cubic Metre | 1 | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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9_Nashik_Dist_Border_to_Nandale_MDR_25_Km_16_750_Bridge.pdf
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BOQ_2264447.xls
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Extension_16.pdf
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