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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.1 CrRejected-Finance | 1 | Rejected-Finance Accept for financial bid | |
| 2 | 2₹27.8 Cr+₹1.6 Cr (6.24%)Rejected-Finance | 2 | Rejected-Finance Reject for financial bid | |
| 3 | Rejected-Technical 03 GROUND FLOOR LAXMI APARTMENT NEAR SINDHI COLONY JALGAON | JALGAON | MAHARASHTRA | - | Rejected-Technical Dis-Qualified |
Tender Value
₹26.1 Cr
EMD Value
₹13.2 L
Closing Date
30 Sept 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,PUBLIC WORKS DIVISION,AKOLA
EXECUTIVE ENGINEER, PUBLIC WORKS DIVISION,NEAR COLLECTOR OFFICE, AKOLA
PROPOSED CONSTRUCTION OF TALUKA COURT BUILDING ( 4 COURTS HALL ), AT MURTIZAPUR TALUKA MURTIZAPUR WITH ELECTRIFICATION
2024_PWR_1086077_1
ETENDERNOTICENO16
Open Tender
Civil Works - Buildings
Item Rate
400 days
MURTIZAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹13.2 L
CHIEF ENGINEER,PUBLIC WORKS REGION,AMRAVATI
14 Oct 2024
16 Sept 2024
3 Oct 2024
16 Sept 2024
30 Sept 2024
16 Sept 2024
24 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PROPOSED CONSTRUCTION OF TALUKA COURT BUILDING ( 4 COURTS HALL ), AT MURTIZAPUR TALUKA MURTIZAPUR WITH ELECTRIFICATION | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 3,562 | One Square Meter | - | - |
| 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 | 1,599.21 | One Cubic Meter | - | - |
| 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 | 2,745.44 | One Cubic Meter | - | - |
| 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 upto 1.5m) By Mechanical Means | 666.62 | One Cubic Meter | - | - |
| 6 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material up to 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 up to 1.5m). By Mechanical Means | 80.69 | One Cubic Meter | - | - |
| 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. | 5,695.97 | One Cubic Meter | - | - |
| 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. B | 7,476.91 | One Square Meter | - | - |
| 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 square metre of surface area covering ten years guarantee on bond paper. | 3,675.57 | One Square Meter | - | - |
| 10 | Filling in plinth and floors with approved excavated material in 15cm.to 20cm. layers including watering and compacting etc. complete. | 2,466.47 | One Cubic Meter | - | - |
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