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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.4 CrAdmitted-Finance 104 SAI BUSINESS CENTER USMANPURA CHHATRAPATI SAMBHAJINAGAR TAL J CHHATRAPATI SAMBHAJINAGAR | DHULE | MAHARASHTRA | 424001 | +0.00% | ₹4.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹14.9 L (3.36%)Admitted-Finance CHHATRAPATI SAMBHAJINAGAR | +3.36% | ₹4.6 Cr+₹14.9 L (3.36%) | L2 | Admitted-Finance |
| 3 | L3₹4.7 Cr+₹25.6 L (5.77%)Admitted-Finance | +5.77% | ₹4.7 Cr+₹25.6 L (5.77%) | L3 | Admitted-Finance |
Tender Value
₹4.4 Cr
EMD Value
₹4.4 L
Closing Date
16 Jul 2026, 2:00 pmClosed
Addl CEO
Zilla Parishad Chh. Sambhajinagar
CONSTRUCTION OF PHC, ALIED WORKS IN PREMISSES WITH ELECTRIFICATION BY DISMANTLING OLD PHC BUILDING AT NANDAR TQ. PAITHAN DIST. CHH. SAMBHAJINAGAR
2026_AURAN_1315216_1
ZPCHSN/Works/DPC/PHC/240/01
Open Tender
Civil Works
Percentage
540 days
Tq. Paithan Dist. Chh. Sambhajinagar
Please refer Tender documents as per NIT
2 documents required · 2 mandatory
₹2,360
₹4.4 L
7 Aug 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
16 Jul 2026
8 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 |
|---|---|---|---|---|---|
| 0.1 | PART A - WORK PORTION | - | - | - | - |
| 0.2 | MAIN BUILDING | - | - | - | - |
| 1Excavation 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. Bd.A.1 Page 1 Number 259. SSR I.No. 21.02, Sr.No.721, P.No.153 | |||||
| 1.1 | Ground Floor | 1 | Cum | - | - |
| 2Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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 1.5m to 3.0m) By Mechanical Means Spec.No.: Bd.A.2 Page 1 Number 259 SSR I.No.21.04, Sr.No.723 P.No.153 | |||||
| 2.1 | Ground Floor | - | Cum | - | - |
| 3Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.. Spec. No. Bd.A.11 Page 1 Number 263. SSR I.No. 21.37, Sr.No. 751, P.No. 157 | |||||
| 3.1 | Ground Floor | 1 | Cum | - | - |
| 4Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Spec. No. MORTH 305 SSR I.No. 2.25, Sr.No. 98 P.No.24 | |||||
| 4.1 | Ground Floor | 1 | Cum | - | - |
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