Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 CrAccepted-AOC | ₹11.7 Cr | L1 | Accepted-AOC OK |
| 2 | L2₹11.8 Cr+₹3.7 L (0.31%)Rejected-AOC | ₹11.8 Cr+₹3.7 L (0.31%) | L2 | Rejected-AOC OK |
| 3 | L3₹11.8 Cr+₹5.9 L (0.50%)Rejected-AOC BEHIND HERO HONDA SHOWROOM DUDHANI BHAGALPUR ROAD DUMKA | DUMKA | JHARKHAND | 814101 | ₹11.8 Cr+₹5.9 L (0.50%) | L3 | Rejected-AOC OK |
| 4 | Rejected-Technical JAMSHERPUR KISTONAGAR PAKUR DIST PAKUR | PAKUR | PAKUR | JHARKHAND | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical DARBHANGA | DARBHANGA | BIHAR | 846001 | - | - | Rejected-Technical Non Responsive |
Tender Value
₹11.8 Cr
EMD Value
₹23.6 L
Closing Date
27 Jan 2025, 5:00 pmClosed
E.E.RWD WORKS DIVISION, PAKUR
E.E.RWD WORKS DIVISION, PAKUR
STRENGTHENING OF ROAD FROM (i) New Anjana PWD Road to Prithvinagar REO Road (L-2.200 Km), (ii) Udaynarayanpur to Bikarmpur (L-2.400Km), (iii) Randanga to Kulapahari (L-3.000Km), (iv) Pakur-Barharwa PWD Road to Kushmadanga Antim Sima (L-4.200Km)
2025_RWD_97367_1
R.W.D./ PAKUR/ STPKG-04/2024-25
Open Tender
Civil Works
Percentage
450 days
Pakur
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹23.6 L
3 Aug 2026
18 Jan 2025
29 Jan 2025
18 Jan 2025
27 Jan 2025
18 Jan 2025
18 Jan 2025 - 27 Jan 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 | 1. New Anjana PWD Road to Prithvinagar REO Road
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. | 0.49 | Ha | 19,760.3 | ₹9,682.55 |
| 2 | 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 | 2.25 | M3 | 887 | ₹1,995.75 |
| 3 | 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 | 0.9 | M3 | 652.8 | ₹587.52 |
| 4 | 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 | 3.75 | M3 | 286.3 | ₹1,073.63 |
| 5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 1,265.63 | M2 | 4.8 | ₹6,075.02 |
| 6 | 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.) | 195.44 | M3 | 52.6 | ₹10,280.14 |
| 7 | 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. | 1,359.15 | M3 | 131.3 | ₹1,78,456.4 |
| 8 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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) | 84 | M3 | 62.4 | ₹5,241.6 |
| 9 | 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 | 42 | M3 | 61.48 | ₹2,582.16 |
| 10 | Granular Sub-base with Close Graded Material (Table:- 400-1) 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material | 152.92 | M3 | 1,864.97 | ₹2,85,191.21 |
stage.html
html • 0.06 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.xls
BOQ • 0.49 MB
Tenderdocument.pdf
Tender Documents • 0.68 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 .