Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 CrAccepted-Finance | L1 | Accepted-Finance L1 Bidder | |
| 2 | L2₹13.7 Cr+₹3.8 L (0.28%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 3 | Rejected-Technical NOT AVAILABLE | - | Rejected-Technical Technically Non Resposnive | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Non Resposnive | |
| 5 | Rejected-Technical KALIKA GUNJ COLONY SIRSIA GIRIDIH JHARKHAND | GIRIDIH | JHARKHAND | 815301 | - | Rejected-Technical Technically Non Resposnive |
Tender Value
₹13.7 Cr
EMD Value
₹13.7 L
Closing Date
8 May 2023, 5:00 pmClosed
Gopal Jee
JUIDCO Bhawan, Kutchery Chowk, Ranchi, Jharkhand
Construction of Town Hall at Barki Saraiya Nagar Panchayat Giridih Jharkhand
2023_UDD_69558_1
JUIDCO/NIT/TH/BS/533
Open Tender
Civil Works - Buildings
Item Rate
540 days
Barki Saraiya
Please refer Tender documents.
5 documents required · 5 mandatory
₹25,000
Managing Director JUIDCO Ltd
₹13.7 L
7 Jun 2023
18 Apr 2023
9 May 2023
18 Apr 2023
8 May 2023
18 Apr 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. All kinds of soil. | - | m3 | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item_B) | - | m3 | - | - |
| 3 | Filling in foundation trenches and plenth in layers not exceeding 150 mm thick well watered ,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I | - | m3 | - | - |
| 4 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) | 1 | m3 | - | - |
| 5 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | - | m3 | - | - |
| 6 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. | 1 | m2 | - | - |
| 7 | Foundations,footings,bases of columns , etc for mass concrete | 1 | m2 | - | - |
| 8 | Columns, pillars, piers, Abutments, Posts, Struts | - | m2 | - | - |
| 9 | Lintel, beams, plinth beam, Gurder, basements and Centilevers. | - | m2 | - | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering ,finising and reinforcement- all work up to plinth level,1:1.5:3(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm normal size). | 1 | m3 | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
BOQ_93573.xls
BOQ Document • 0.59 MB
119191725.pdf
Tender Document • 0.98 MB
TECHSPECIFICATION.pdf
Tender Document • 7.24 MB
drawings.pdf.pdf
Tender Document • 11.63 MB
SBD.pdf
Tender Document • 7.72 MB
119191727.html
Tender Document • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .