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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.0 CrAccepted-AOC S NO 280 2 A GALO NO 1 2 3 PLOT NO 358 2 MANIK ELITE BARAMATI DIST PUNE 413102 | PUNE | MAHARASHTRA | 413102 | L1 | Accepted-AOC L1 AOC | |
| 2 | L2₹59.6 Cr+₹2.2 Cr (3.82%)Rejected-Finance 309 10 SURESHWAR TECHNO IT PARK PREMISES CO OP SOC LTD NEW LINK ROAD BORIVALI WEST MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | L2 | Rejected-Finance Not L1 Hence Reject. |
Tender Value
₹54.3 Cr
EMD Value
₹27.2 L
Closing Date
23 Feb 2024, 6:00 pmClosed
Executive Engineer, Public Works Division, Pune 1.
Executive Engineer, Public Works Division, Pune 1.
75-01 Construction of Olympic Bhavan in the premises of Shivchhatrpati Krida Sankul, Mahalunge Balewadi, Dist Pune. (Including Electrical Work.)
2024_PWDRP_989781_1
E-TENDER NOTICE NO. 75 FOR 2023-2024
Open Tender
Civil Works - Buildings
Item Rate
540 days
BALEWADI PUNE
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹27.2 L
Chief Engineer,P. W. Region, New Central Building,
30 Mar 2024
24 Jan 2024
26 Feb 2024
24 Jan 2024
23 Feb 2024
24 Jan 2024
13 Feb 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORK - Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. | 5,649.66 | One 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 metre) By Mechanical Means | 2,729 | One 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 metre) By Mechanical Means | 2,880.04 | One Cubic Metre | - | - |
| 4 | 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 upto 1.50 metre) By Mechanical Means | 272.57 | One Cubic Metre | - | - |
| 5 | 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 metre to 3.0 metre) By Mechanical Means | 1,692.55 | One Cubic Metre | - | - |
| 6 | Excavation for foundation in Softrock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary backfilling with available earth/ murum, ramming , watering including shoring and strutting etc.complete. (Lift from1.5 metre to 3.0 metre) By Mechanical Means | 2,406.87 | One Cubic Metre | - | - |
| 7 | Excavation for foundation in Softrock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary backfilling with available earth/ murum, ramming , watering including shoring and strutting etc.complete. (Lift from 3 to 4.5 metre) By Mechanical Means | 714.32 | One Cubic Metre | - | - |
| 8 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including tri millimetre ing 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 from 3 metre to 4.5 metre). By Mechanical Means | 1,190.53 | One Cubic Metre | - | - |
| 9 | Providing preconstructional antitermite treatment as per Indian Standard 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 square metre of surface area covering ten years guarantee on bond paper. | 3,103.8 | One Square Metre | - | - |
| 10 | Filling in plinth and floors with approved excavated material in 15 centimetre . to 20 centimetre . Layers including watering and compacting etc. complete. | 3,625.11 | One Cubic Metre | - | - |
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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