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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical RAJ NAGAR NEAR DURGA GARAGE DALTONGANJ PALAMU | PALAMU | JHARKHAND | 822101 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical BAGODAR GIRIDIH | GIRIDIH | JHARKHAND | 815301 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹14.9 L
Closing Date
18 Sept 2026, 12:00 pmClosed
Executive Engineer R.C.D. Road Division Ranchi
Executive Engineer, R.C.D. Road Division-Ranchi, Morhabadi, Ranchi 834008
Construction of Diversion road of Singhmore - Latma- Hethu road from Chariya toli to Chandaghasi via Badkatoli village (Including bridge) (Total length- 2.380km) for the year 2025-26
2026_CECOM_117885_1
RCD/RANCHI-21/2026-27(2nd Call)
Open Tender
Civil Works - Roads
Item Rate
390 days
Singhmore - Latma- Hethu road from Chariya toli
Please refer Tender Documents
3 documents required · 3 mandatory
₹10,000
₹14.9 L
21 Sept 2026
25 Aug 2026
21 Sept 2026
25 Aug 2026
18 Sept 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit. (i) Girth from 300 mm to 600 mm | - | No | - | - |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit. (ii) Girth from 600 mm to 900 mm | - | No | - | - |
| 3 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit. (iii) Girth from 900 mm to 1800 mm | - | No | - | - |
| 4 | 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. | - | hect. | - | - |
| 5 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately. | - | No. | - | - |
| 6 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 1 | m3 | - | - |
| 7 | 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. | 0.6 | m3 | - | - |
| 8 | Construction of embankment 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 | 1 | m3 | - | - |
| 9 | Construction of sub grade and earthen shoulder (construction of Sub grade and earthen shoulders with approved material obtained from borrow area pits with all lifts and leads, transportation to site spreading grading to required slope and compacted to meet requirement of table no. 300-2) | 0.6 | m3 | - | - |
| 10 | Construction of granular sub-base by providing course graded Material Grading-V (Table:-400-2), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For GSB layer Grading-V | 0.4 | m3 | - | - |
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