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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 CrAccepted-AOC OFFICE NO 515 PLOT NO 194 NMS ICON SECTOR 19 ULWE NAVI MUMBAI MAHARASHTRA 410206 | NAVI MUMBAI | THANE | MAHARASHTRA | 410206 | L1 | Accepted-AOC L1 | |
| 2 | L2₹29.9 Cr+₹47.4 L (1.61%)Rejected-AOC 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical NIKHIL GROUP BEHIND ICC TOWERS NEAR JW MARIOTT SHRI SHIVAJI CHS P NO 65 SENAPATI BAPAT ROAD PUNE MAHARASHTRA 411016 PUNE MAHARASHTRA INDIA 411016 | PUNE | MAHARASHTRA | 411016 | - | Rejected-Technical Disqualified | |
| 4 | Rejected-Technical | - | Rejected-Technical Disqualified |
Tender Value
₹25.8 Cr
EMD Value
₹12.9 L
Closing Date
30 Sept 2022, 6:00 pmClosed
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
CONSTRUCTION OF 100 BEDDED SUB DISTRICT HOSPITAL AT POST RUI TAL BARAMATI DIST PUNE (INCLUDING ELECTRICAL WORK)
2022_PWDRP_832875_1
E Tender Notice No.20 for 2022-2023
Open Tender
Civil Works - Buildings
Item Rate
730 days
BARAMATI
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,600
₹12.9 L
Chief Engineer, P. W. Region Office, Pune
11 Apr 2023
6 Sept 2022
3 Oct 2022
6 Sept 2022
30 Sept 2022
6 Sept 2022
6 Sept 2022 - 13 Sept 2022
13 Sept 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1,823.15 | Cum | - | - |
| 2 | 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 | 1,995.8 | Cum | - | - |
| 3 | 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 m to 3.0 m.) By Mechanical Means | 563.4 | Cum | - | - |
| 4 | 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 upto 1.5 m). By Mechanical Means | 102.3 | Cum | - | - |
| 5 | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) | 84.18 | sqm | - | - |
| 6 | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) | 111.84 | sqm | - | - |
| 7 | 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 square metre of surface area covering ten years guarantee on bond paper.As directed by Engineer in charge. | 1,491.2 | sqm | - | - |
| 8 | 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.As directed by Engineer in charge. | 160.28 | sqm | - | - |
| 9 | Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete. Spec. No.: Bd.A.10 Page No. 262 | 2,195.43 | Cum | - | - |
| 10 | Filling 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. Bd.A.11 Page No. 263 | 1 | Cum | - | - |
tech_bid_open.pdf
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