Loading
Loading…
Loading…
Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance C O GUPESHWAR BATA VILL KARAIKELA POST KARAIKELA DIST WEST SINGHBHUM JHARKHAND PIN 833102 | SARAIKELA KHARSAWAN | JHARKHAND | 833102 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹24.9 L
EMD Value
₹50,000
Closing Date
20 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
MINOR IRRIGATION DIVISION SERAIKELLA
OF 1400ft P.C.C ROAD AT KAPALI WARD NO.-21 UNDER KAPALI NAGAR PARISHAND
2026_WRD_112695_1
25/WRD/MID/SER/F2/2025-26
Open Tender
Civil Works
Percentage
90 days
CHANDIL
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹50,000
Yes
1 Jun 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
20 Apr 2026
10 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 | Construction of Embankment with approved materials deposited at site from roadway cutting and execavation from drain and foundation of other structure graded and compacted to meet requirment of Table 300-2 | - | M3 | 34 | - |
| - | Compacting original ground supproting embankment loosing , levelling and compacting to facilitate placement of first layer of embankment , scarified to a depth of 150mm , mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embancment construction . | - | M3 | - | - |
| - | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. ( Mix By Place Method )( Grade-ii) | - | M3 | - | - |
| - | Providing separation membrane of impermeable plastic sheeting 125mm thick . | 1 | M2 | - | - |
| - | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) | 1 | M3 | - | - |
| - | Centring and Shuttering including strutting,propping etc.and removal of form work | 1 | M2 | - | - |
| - | Construction of Embankment with materials deposited from roadway Constraction of embankment with approved materials deposited at site from roadway cutting and execavation from drain and foudation of other structures graded and aompacted tomeet requirement of Table 300-2 | 1 | M3 | - | - |
| - | Carriage of material:- (i)Cement | 0.6 | MT | - | - |
| - | (ii)sand | 0.2 | M3 | - | - |
| - | (iii)stone chips | 0.6 | M3 | - | - |
stage.html
html • 0.02 MB
boq_comp_chart.xlsx
xlsx
cancelled_1.pdf
pdf • 0.23 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 • 0.83 MB
sop.pdf
Additional Documents • 4.27 MB
td.pdf
Tender Documents • 1.43 MB
BOQ_152179.xls
BOQ • 0.39 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 .