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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹56.2 Cr+₹4.7 Cr (9.17%)Rejected-Finance PLOT NO 6 MAJANU HILL GANESH COLONY T V CENTRE AURANGABAD 431003 MAHARASHTRA | L2 | Rejected-Finance L2 | |
| 3 | L3₹61.2 Cr+₹9.8 Cr (19.0%)Rejected-Finance PLOT NO 1 2 AASHIYANA CO OP SOCIETY N 11 CIDCO CHH SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical reject | |
| 5 | Rejected-Technical | - | Rejected-Technical reject |
Tender Value
₹63.6 Cr
EMD Value
₹32.0 L
Closing Date
29 Jan 2024, 6:00 pmClosed
EXECUTIVE ENGINEER PUBLIC WORKS DIVISION JALNA
EXECUTIVE ENGINEER PUBLIC WORKS DIVISION JALNA
CONSTRUCTION OF RESIDENTIAL QUARTERS BUILDING FOR MENTAL HOSPITAL PREMISES AT JALNA TQ. JALNA
2024_PWR_980562_1
E TENDER NOTICE NO 39 FOR 2023-24
Open Tender
Civil Works
Item Rate
730 days
JALNA
CONSTRUCTION OF RESIDENTIAL QUARTERS BUILDING FOR MENTAL HOSPITAL PREMISES AT JALNA TQ. JALNA
3 documents required · 3 mandatory
₹3,540
₹32.0 L
CHIEF ENGINEER P W REGION CHHATRAPATI SAMBHAJINAGA
18 Mar 2024
8 Jan 2024
31 Jan 2024
8 Jan 2024
29 Jan 2024
8 Jan 2024
8 Jan 2024 - 17 Jan 2024
17 Jan 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Work Portion - CIVIL | - | - | - | - |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | - | Per Cubic Metre | - | - |
| 3 | 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 | - | Per Cubic Metre | - | - |
| 4 | 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 | Per Cubic Metre | - | - |
| 5 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 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 1.5m.) By Mechanical Means | 1 | Per Cubic Metre | - | - |
| 6 | 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 | - | Per Cubic Metre | - | - |
| 7 | Conveying 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. | - | Per Cubic Metre | - | - |
| 8 | 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. | 1 | Per Square Metre | - | - |
| 9 | 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. | 1 | Per Square Metre | - | - |
| 10 | 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. | 1 | Per Square Metre | - | - |
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