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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 CrAccepted-AOC N A | NA | NA | 121004 | L1 | Accepted-AOC Fin.Doc.Scrtiy Note fwd. By W.D. to T. Comite thrgh. Comisioner Appr.Note Dt, Fwd. to St.Comite. to Qlfy biders L1 Rate and ST. Comite Pased Res. No671Dt020226.W.O.DMC/WD/388/Dt.130226 | |
| 2 | L2₹22.6 Cr+₹44.4 L (2.00%)Rejected-AOC 40 SATSANG COLONY GONDUR ROAD DEOPUR DHULE TAL AND DIST DHULE | DHULE | MAHARASHTRA | 424001 | L2 | Rejected-AOC Fin.Doc.Scrtiy Note fwd. By W.D. to T. Comite thrgh. Comisioner Appr.Note Dt, Fwd. to St.Comite. to Qlfy biders L1 Rate and ST. Comite Pased Res. No671Dt020226.W.O.DMC/WD/388/Dt.130226 |
Tender Value
₹22.2 Cr
EMD Value
₹22.2 L
Closing Date
15 Dec 2025, 11:00 amClosed
The Commissioner
Dhule Municipal corporation, Dhule New Administrative Building Sakri road, in front of Chhatrapati Shivaji High School, Dhule 424001
DHULE/DMC/WD/ DMC Fund/112/1-2/2025-26 Construction of Commercial Complex at CTS No. 3052(Fruit Market)(B)Construction of Commercial Complex Cloth Market) at CTS No.3051-Old Shivaji Maharaj Market Panchkandil Old Agra Road Dhule.
2025_DMCD_1256844_2
DHULE/DMC/WD/ DMC Fund/112/1-2/2025-26
Open Tender
Civil Works - Buildings
Percentage
365 days
At Pachkandil
Please refer Tender documents.
11 documents required · 11 mandatory
₹1.1 L
₹22.2 L
27 Feb 2026
8 Dec 2025
16 Dec 2025
8 Dec 2025
15 Dec 2025
8 Dec 2025
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 brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc. | 156.01 | Cum. | 348.23 | ₹54,327.36 |
| 2 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | 100.98 | Cum. | 580.04 | ₹58,572.44 |
| 3 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. | 51.68 | Cum. | 395.01 | ₹20,414.12 |
| 4 | Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete. | 627.06 | Sqm. | 92.52 | ₹58,015.59 |
| 5 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. | 37 | No. | 162.16 | ₹5,999.92 |
| 6 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 983.85 | Cum. | 215.18 | ₹2,11,704.84 |
| 7 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means | 983.85 | Cum. | 235.97 | ₹2,32,159.08 |
| 8 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means | 273.3 | Cum. | 324.32 | ₹88,636.66 |
| 9 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means | 327.58 | Cum. | 544.7 | ₹1,78,432.83 |
| 10 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means | 327.58 | Cum. | 1,073.8 | ₹3,51,755.4 |
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