Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.4 CrAdmitted-Finance | -0.05% | ₹13.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹13.4 Cr+₹66,979.04 (0.05%)Admitted-Finance NA | NA | NA | 121004 | +0.00% | ₹13.4 Cr+₹66,979.04 (0.05%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical AT KARTIRA FRIENDS COLONY ARA DIST BHOJPUR BIHAR | BHOJPUR | BIHAR | 802301 | - | - | - | Rejected-Technical AS PER MBD |
| 4 | Rejected-Technical NA | - | - | - | Rejected-Technical AS PER MBD |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical AS PER MBD |
Tender Value
₹13.4 Cr
EMD Value
₹26.8 L
Closing Date
30 Jan 2024, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Vishweshawaraiya Bhawan 5th floor,Rural Works Department, Bailey Road Patna-800015
MMGSUY/23-24 Buxar/02
2024_ECBIH_131074_1
MMGSUY/23-24 Buxar/02
Open Tender
CIVIL
Percentage
270 days
BUXAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EE RWD WORKS DIVISION BUXAR
₹26.8 L
Yes
14 Mar 2024
12 Jan 2024
30 Jan 2024
12 Jan 2024
30 Jan 2024
12 Jan 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 | AASHA PARI TO GANGOLI TATBANDH VIA LATE CHANDRAMA MISHRA MARG NIYAJIPUR PATH,
BLOCK - SIMRI,
LENGTH - 6.900KM
Setting Out Pillars
Providing & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 6.9 | KM | 17,050.26 | ₹1,17,646.79 |
| 2 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 3.44 | Hect. | 76,926.08 | ₹2,64,625.72 |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 7,990.45 | Cum | 104.01 | ₹8,31,086.7 |
| 4 | Construction of embankment with material obtained from road way cutting
Construction of embankment with approved materials deposited at site and obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 8,826.33 | Cum | 81.5 | ₹7,19,345.9 |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 4,963.47 | Cum | 261.18 | ₹12,96,359.09 |
| 6 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material )obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(having CBR not less than 5%) | 11,896.69 | Cum | 264.72 | ₹31,49,291.78 |
| 7 | Scarifying Existing Bituminous Surface
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 9,555 | Sqm | 20.61 | ₹1,96,928.55 |
| 8 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 m as per Technical Specification Clause 202.
(i) Cement concrete | 3.6 | Cum | 687.18 | ₹2,473.85 |
| 9 | (ii)Reinforced Cement concrete | 14.28 | Cum | 1,735.27 | ₹24,779.66 |
| 10 | (iii) Dismantling Brick / Tile work/Stone Masonary | 61.88 | Cum | 321.93 | ₹19,921.03 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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
Tendernotice_1.pdf
PDF • 2.15 MB
BOQ_206360.xls
BOQ • 0.33 MB
MMGSUYMBD.pdf
Tender Documents • 6.22 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 .