Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance HESATU PALHEYA MANIKA LATEHAR JHARKHAND 822126 | PALAMU | JHARKHAND | 822126 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance NA | NA | NA | 121004 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance GARHWA | GARHWA | JHARKHAND | 822112 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹31.7 L
EMD Value
₹63,500
Closing Date
30 Apr 2026, 5:00 pmClosed
ZILA ABHIYNTA LATEHAR
ZILA ABHIYNATA OFFICE LATEHAR
Construction of Pcc road from Sevan to Chama Road at village sevan, GP Barwaikala Block- Manika District- Latehar.
2026_ZPLAT_113082_1
ZP/LATEHAR/02/2026-27/ Gr_02
Open Tender
Civil Works - Roads
Percentage
135 days
MANIKA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹63,500
17 Jun 2026
18 Apr 2026
2 May 2026
18 Apr 2026
30 Apr 2026
18 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| 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 exacvated earth as obtained to a distance up to 50M. Including all lifts levelling, ramming the foundation trenches removing rools of tree shurbs all complete as per approved desing building specification and direction of E/I.
Extra work for earthwork in hard soil as per specification and direction of E/I. (vide classification of soil item B) | 630 | M3 | - | - |
| 2 | Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification .
S.O.R 4.01 A III | 315 | M3 | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All wrk up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 315 | M3 | - | - |
| 4 | Filling in foundation trenches and plinth in layers not exceeding 150mm, thick well waterd, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches withing a lead of 50 m and lift of 1.5M all complete as per building specification and direction of E/I. ( mode of measurement compacted volume) | 180 | M3 | - | - |
| 5 | Cement | - | MT | 591.7 | - |
| 6 | sand | - | M3 | 376.6 | - |
| 7 | chips | - | M3 | 406.36 | - |
| 8 | dust | - | M3 | 406.36 | - |
| 9 | Add 18% GST Amount | - | Nos | - | - |
| 10 | Add 1% Labour Cess Amount | - | Nos | - | - |
stage.html
html • 0.03 MB
boq_comp_chart.xlsx
xlsx
cancelled_1.pdf
pdf • 0.21 MB
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.22 MB
Group_02.pdf
Tender Documents • 0.29 MB
BOQ_152672.xls
BOQ • 0.28 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 .