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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹27.6 Cr
EMD Value
₹13.8 L
Closing Date
25 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer, P. W. Building Div. Pune at Shivkirti, Ghorpadi.
Construction Of Residential Quarters Common Pool for Government Officers at 8, Queens Garden, Pune.
2024_PWDRP_1102909_1
E-Tender Notice No. 5 For 2024-25
Open Tender
Civil Works
Item Rate
730 days
Queens Garden
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
₹13.8 L
Chief Engineer, P. W. Region, Pune
7 Jul 2026
4 Oct 2024
28 Oct 2024
4 Oct 2024
25 Oct 2024
4 Oct 2024
10 Oct 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. | 4,185 | Square Metre | - | - |
| 2 | 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 | 3,241.69 | Cubic Metre | - | - |
| 3 | 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 | 1,632.69 | Cubic Metre | - | - |
| 4 | Excavation for foundation in Hard 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 1.5 to 3.0m.) By Mechanical Means | 1,520.19 | Cubic Metre | - | - |
| 5 | 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 | 3,040.34 | Cubic Metre | - | - |
| 6 | 6.B 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 from3m To 4.5m). By Mechanical Means
( Ground Floor ) | 524.75 | Cubic Metre | - | - |
| 7 | 7.B 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 C.M. diametre about 30 -60 cm deep at 15 cm c/c 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.
( Ground Floor ) | 14.34 | Square Metre | - | - |
| 8 | 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. | 2,640.27 | Square Metre | - | - |
| 9 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. ( SSR Number: 21.38 Labour Rate Only) (PWD-Civil) ( Ground Floor )(PWD SSR 2022-23 I No-21.38-Labour Rate Only) | 534.21 | Cubic Metre | - | - |
| 10 | 11.B Conveyance of material/debris at a distance of 10 Km as directed by the Engineer-In-Charge.(Lead charges of 'Rubish' as per Lead statement C-1, Page-559 of SSR 22-23 for 10 Kms)
( Ground Floor ) | 7,766.17 | Cubic Metre | - | - |
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