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Tender ID
Tender Value
₹100.7 Cr
EMD Value
₹50.4 L
Closing Date
26 Feb 2026, 6:55 pmClosed
Executive Engineer, Public Works Division, Pune 1.
Executive Engineer, Public Works Division, Pune 1.
62-1 - Construction of Residential Quarters for District and Civil Judges (Type VII-A, B and C - 72 Nos.) and Residential Quarters for Class-4 Staff (Type I -16 Nos.) and Multipurpose Hall At F.P.No.80 (Sangam Bunglow) Shivajinagar, Pune.
2026_PWDRP_1275583_1
E-Tender Notice No. 62 for 2025-2026
Open Tender
Civil Works - Buildings
Item Rate
920 days
Sangam Bridge, Shivajinagar Pune.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹50.4 L
Chief Engineer, Public Work Region, Pune.
1 Jul 2026
6 Feb 2026
27 Feb 2026
6 Feb 2026
26 Feb 2026
6 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORK -
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 metre. 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 metre.) By Mechanical Means | 435.47 | Cubic Metre | - | - |
| 2 | Excavation 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 1.5metre to 3.0 metre) By Mechanical Means | 89.79 | Cubic Metre | - | - |
| 3 | Excavation 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 3.0metre to 4.50metre) By Mechanical Means | 13.47 | Cubic Metre | - | - |
| 4 | Excavation 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 4.5metre to 6.0metre) By Mechanical Means | 52 | Number | - | - |
| 5 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift 6.0 to 7.5metre) . By Mechanical Means | 647.98 | Square Metre | - | - |
| 6 | Providing and laying Cast in situ/Ready Mix cement concrete in M-15 of trap metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programmable Logic Controller (PLC) with Supervisory Control And Data Acquisition (SCADA) enabled Concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical shaft impact (VSI) Grade) | 647.98 | Square Metre | - | - |
| 7 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | 216.68 | Square Metre | - | - |
| 8 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 13 | Number | - | - |
| 9 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper. | 4,186.26 | Cubic Metre | - | - |
| 10 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 cement mortar diametre about 30 -60 centimetre deep at 15 centimetre centre to centre as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. | 7,482 | Square Metre | - | - |
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