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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.6 LAdmitted-Finance DHULE | MAHARASHTRA | 424001 | -20.00% | ₹19.6 L | L1 | Admitted-Finance |
| 2 | L2₹20.5 LAdmitted-Finance AT VILLAGE BASRAVAL TAL SAKRI DIST DHULE | DHULE | MAHARASHTRA | 424001 | -16.07% | ₹20.5 L | L2 | Admitted-Finance |
| 3 | L3₹24.5 LAdmitted-Finance PLOT NO 16 A ANAND NAGAR NEAR INDIAR GARDEN DEOPUR DHULE | DHULE | DHULE | MAHARASHTRA | -0.01% | ₹24.5 L | L3 | Admitted-Finance |
| 4 | L4₹24.9 LAdmitted-Finance 31 INDIRA HOUSING SOCIETY DATT MANDIR CHOWK GONDUR ROAD DEVPUR DHULE 424002 | DHULE | DHULE | MAHARASHTRA | 424002 | +2.00% | ₹24.9 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical AADARSH NAGAR SAKRI TAL SAKRI DIST DHULE | - | - | - | Rejected-Technical All tender documents not attached |
Tender Value
₹24.5 L
EMD Value
₹24,460
Closing Date
19 Dec 2025, 5:30 pmClosed
Addl. C.E.O. Z.P.Dhule
Office Of the Addl. C.E.O. Z.P.Dhule
Construction of Protection Wall At Primary Health Centre Building Phophare Taluka Sakri Dist. Dhule
2025_DHULE_1258090_3
DZP/WD/17/2025-26
Open Tender
Civil Works
180 days
Dhule District
Please refer tender documents
3 documents required · 3 mandatory
₹590
₹24,460
27 Mar 2026
12 Dec 2025
22 Dec 2025
12 Dec 2025
19 Dec 2025
12 Dec 2025
Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.
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 etc. complete. ( By Mechanical Means ) a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%
Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt)
Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
stage.html
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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B1_Phophare_ProtectionWall.pdf
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BOQ_2168350.xls
BOQ • 0.35 MB
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