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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.7 Cr+₹10.7 L (6.55%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹1.7 Cr+₹11.0 L (6.72%)Admitted-Finance VILL GOTHAI PO BAGRA PS SIMARIYA DISTT CHATRA | NA | NA | 825103 | L3 | Admitted-Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical PIPRATOLI KHUNTI JHARKHAND | KHUNTI | JHARKHAND | 835209 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | ||
| 5 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
27 Apr 2023, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer, RWD, Ranchi, Jharkhand
Chief Engineer, RWD, AbhiyantranBhawan,Kutchhari Road, Ranchi
RWD/RANCHI/15/2022-23, Construction of Road from Jaria Jamakel Bazaartanr to Patratoli via Mangratoli (L-2.05 Km.)
2023_RWD_69899_1
RWD/RANCHI/15/2022-23
Open Tender
Civil Works
Percentage
365 days
RANCHI
Tender Fee, EMD, Affidavit
4 documents required · 4 mandatory
₹10,000
EE, RWD, Works Division, Ranchi
₹3.5 L
Yes
19 Oct 2023
21 Apr 2023
29 Apr 2023
21 Apr 2023
27 Apr 2023
21 Apr 2023
21 Apr 2023 - 27 Apr 2023
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 | Dismantling of flexible pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Manual means Granular courses | 21.35 | Cum. | 435.1 | ₹9,289.39 |
| 2 | Dismantling of Structures 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 Dismantling stone masonry By Manual means Rubble stone masonry in cement mortar | 7.2 | Cum. | 286.3 | ₹2,061.36 |
| 3 | Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. For 600mm to 900mm dia | 22.5 | M | 796 | ₹17,910 |
| 4 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means | 0.45 | Ha | 19,760.3 | ₹8,892.14 |
| 5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means:- In area of light jungle | 0.45 | Ha | 88,499.5 | ₹39,824.78 |
| 6 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 | 50 | Cum. | 62.4 | ₹3,120 |
| 7 | 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.Rate per cum after adding royalty@Rs 27.48/cum | 220.89 | Cum. | 61.48 | ₹13,580.32 |
| 8 | Construction of Subgrade and Earthen
Shoulders 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. | 5,948.96 | Cum. | 131.3 | ₹7,81,098.45 |
| 9 | By Mix in Place Method 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. Rate per cum for grading-I Material | 960.14 | Cum. | 2,740.86 | ₹26,31,609.32 |
| 10 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 545.4 | Cum. | 3,069.01 | ₹16,73,838.05 |
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