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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC ADD ANNAPURNA KUNJ SHIVSUNDARI ROAD DIST DUMKA JHARKHAND | ₹2.6 Cr | L1 | Accepted-AOC work alloted to ANNPURNA CIVIL TECH PVT LTD |
| 2 | L2₹2.7 Cr+₹6.2 L (2.35%)Rejected-Finance GOPIKANDAR DUMKA JHARKHAND | DUMKA | JHARKHAND | 814101 | ₹2.7 Cr+₹6.2 L (2.35%) | L2 | Rejected-Finance Non-Responsive |
| 3 | Rejected-Technical DEVI MANDAP ROAD NEAR OFFICERS BANK COLONY PO HEHAL PS SUKHDEO NAGAR RATU ROAD RANCHI JHARKHAND RANCHI JHARKHAND 834005 | RANCHI | JHARKHAND | 834005 | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical BHAGALPUR ROAD TATA SHOWROOM DUMKA JHARKHAND | - | - | Rejected-Technical Reject |
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
7 Jul 2025, 5:00 pmClosed
Executive Engineer, Rural Works Department
Samaharnalay Bhawan, Block-C, 2nd Floor, Dumka- 814101
RWD/DUMKA/19 /2024-25 Construction of Road from Majdiha to Katkupi REO Road (L-2.400 Km)
2025_RWD_102646_1
05/RI/2024-25/RWD/EE/DUMKA
Open Tender
Civil Works
Percentage
450 days
DUMKA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹5.5 L
11 May 2026
25 Jun 2025
9 Jul 2025
25 Jun 2025
7 Jul 2025
25 Jun 2025
25 Jun 2025 - 7 Jul 2025
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 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. | 0.96 | Ha | 19,760.3 | ₹18,969.89 |
| - | Clearing and Grubbing Road Land (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.)
By Manual means with In area of light jungle | 0.96 | Ha | 88,499.5 | ₹84,959.52 |
| - | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
By Mechanical means
Cement Concrete Grade M-20 Above | 6.09 | M3 | 887 | ₹5,401.83 |
| - | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
By Mechanical means
Cement Concrete Grade M-15 & M-20 Below | 1.26 | M3 | 652.8 | ₹822.53 |
| - | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
By Mechanical means
Stone Masonary Work | 10.5 | M3 | 286.3 | ₹3,006.15 |
| - | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | 2,681.91 | M3 | 52.6 | ₹1,41,068.47 |
| - | 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. | 10,736.55 | M3 | 131.3 | ₹14,09,709.02 |
| - | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m. | 140 | M3 | 62.4 | ₹8,736 |
| - | 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.
Rate per cum after adding royalty @ 27.48/Cum | 635.78 | M3 | 61.48 | ₹39,087.75 |
| - | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
(By Mix in Place Method) With Grading-I Material | 1,280.07 | M3 | 2,993.04 | ₹38,31,300.71 |
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