Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAccepted-AOC DEOGHAR | JHARKHAND | 814112 | ₹9.3 Cr | L1 | Accepted-AOC o.k. |
| 2 | L2₹9.5 Cr+₹19.9 L (2.15%)Rejected-AOC BARHAIT SAHIBGANJ GODDA JHARKHAND 816102 | SAHEBGANJ | JHARKHAND | 816102 | ₹9.5 Cr+₹19.9 L (2.15%) | L2 | Rejected-AOC o.k. |
| 3 | L3₹10.0 Cr+₹74.2 L (8.02%)Rejected-AOC | ₹10.0 Cr+₹74.2 L (8.02%) | L3 | Rejected-AOC o.k. |
| 4 | L4₹10.2 Cr+₹97.4 L (10.5%)Rejected-AOC | ₹10.2 Cr+₹97.4 L (10.5%) | L4 | Rejected-AOC o.k. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹11.1 Cr
EMD Value
₹22.2 L
Closing Date
18 Jul 2024, 5:30 pmClosed
Executive Engineer, RWD Works Division, Godda
O/o Executive Engineer, RWD Works Division, Godda.
RWD/EE/GODDA/78/2023-24, Construction of Road from Dumartari to Rajabhitha (L-9.100 Km.)
2024_RWD_87870_1
03/2024-25/RWD/EE/GODDA(GROUP NO.-14)
Open Tender
Civil Works
Percentage
545 days
GODDA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹22.2 L
6 Jun 2025
6 Jul 2024
20 Jul 2024
6 Jul 2024
18 Jul 2024
6 Jul 2024
6 Jul 2024 - 18 Jul 2024
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 30 m outside the periphery of the area as per Technical Specification Clause 201 | 7.18 | Ha | 19,760.3 | ₹1,41,878.95 |
| - | 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.) | 10,777.43 | M3 | 52.6 | ₹5,66,892.82 |
| - | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 43,884.52 | M3 | 131.3 | ₹57,62,037.48 |
| - | 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)
Rolling with smooth wheeled roller | 1,677.52 | M3 | 61.48 | ₹1,03,133.93 |
| - | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1)
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.
With Grading-I Material | 5,561.57 | M3 | 3,362.23 | ₹1,86,99,277.5 |
| - | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 2,948.22 | M3 | 3,721.22 | ₹1,09,70,975.23 |
| - | Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) | 18,898.87 | M2 | 82.6 | ₹15,61,046.66 |
| - | Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. | 18,898.87 | M2 | 16.42 | ₹3,10,319.45 |
| - | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 18,898.87 | M2 | 13.26 | ₹2,50,599.02 |
| - | Bituminous Macadam (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) | 944.94 | M3 | 9,734.23 | ₹91,98,263.3 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
BOQ_118270.xls
BOQ Document • 0.27 MB
147721933.pdf
Tender Document • 1.18 MB
DOUBLEF2BIDDOCUMENT.pdf
Tender Document • 1.03 MB
147721935.html
Tender Document • 0.05 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 .