Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.8 LAdmitted-Fee/PreQual/Technical/Finance LATEHAR JHARKHAND | -32.71% | ₹16.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.1 L+₹2.3 L (13.7%)Admitted-Fee/PreQual/Technical/Finance STATION ROAD LATEHAR | LATEHAR | LATEHAR | JHARKHAND | -23.50% | ₹19.1 L+₹2.3 L (13.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.1 L+₹2.4 L (14.2%)Admitted-Fee/PreQual/Technical/Finance VILL BHALI P O GORADIH P S MOHAMMADGANJ DIST PALAMU | PALAMU | JHARKHAND | 822101 | -23.15% | ₹19.1 L+₹2.4 L (14.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹19.1 L+₹2.4 L (14.3%)Admitted-Fee/PreQual/Technical/Finance | -23.12% | ₹19.1 L+₹2.4 L (14.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹20.9 L+₹4.2 L (24.9%)Admitted-Fee/PreQual/Technical/Finance | -15.93% | ₹20.9 L+₹4.2 L (24.9%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹24.9 L
EMD Value
₹50,000
Closing Date
4 Jul 2026, 5:00 pmClosed
EE RDSD LATEHAR
EE RDSD LATEHAR
Construction of P.C.C. Road at JORA PIPAL TO DEVI MANDAP In Village- Rankikala, Panchayat- Rankikala, Block-Manika, Dist.- Latehar
2026_RDSPL_115523_1
EE/RDSD/LATEHAR/12/2026-27/ Gr_2
Open Tender
Civil Works
Percentage
120 days
LATEHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹50,000
Yes
6 Jul 2026
24 Jun 2026
6 Jul 2026
24 Jun 2026
4 Jul 2026
24 Jun 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 Material Deposited from Roadway Cutting. (Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.) | 1 | CUM | 61.48 | ₹61.42 |
| 2 | Loosening, leveling and compacting orinal ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction | 1 | CUM | 52.6 | ₹52.55 |
| 3 | Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.18 RDD | - | CUM | 131.3 | - |
| 4 | Granular Sub-Base with Coarse Graded Material (Table:- 400-1) :- 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. (For Grading-II Material) | - | CUM | 1,458.8 | - |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400-1) :- 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. (For Grading-III Material) | - | CUM | 1,822.4 | - |
| 6 | Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centering, shuttering and finishing and reinforceent - all work up to plinth level; 1:1.5:3 (1 cement: 1.5 course sand (zone-lll): 3 graded stone aggregate 20 mm nominal size) | - | CUM | 4,961.73 | - |
| 7 | Centering and shuttering including strutting, propping etc.and removal of from for Foundations, footings, bases of columns ,etc for mass concrete. | 1 | SQM | 194.5 | ₹194.31 |
| 8 | Moorum including Overhead charge | 1 | CUM | 179.05 | ₹178.87 |
| 9 | Excavation for structures - Earth work in excavation in foundation of Structures as per drawing & technical specification, including setting out, construction of shoring and bracing, removel of stumps and other deleterius material, dressing of sites and bottom and back filling with approved material - ordinary soil - manual means - depth upto 3.0 M | - | CUM | 138.3 | - |
| 10 | 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 specification and direction of E/l | - | CUM. | 415.58 | - |
stage.html
html • 0.02 MB
finance_156218.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.42 MB
Sbd_2.pdf
Tender Documents • 0.91 MB
BOQ_156218.xls
BOQ • 0.40 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 .