Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.2 LAccepted-AOC CHANDRAVILASAM PANACHIKKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹50.9 L+₹2.8 L (5.72%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹53.7 L+₹5.5 L (11.5%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | BENNY JOSEPH L3 | JOLLY JOSE L2 | Suresh L1 |
|---|---|---|---|---|---|---|
| 1.00DRAINAGE WORKS | ||||||
| 1.00 | 2.4.4.D: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 metres Dismantling Stone Masonry - Dry rubble masonry | 86 | cum | 534.8 ₹45,990.13 | 507.28 ₹43,623.54 Lowest | 519 ₹44,631.41 |
| 1.00 | 2.4.2.A: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 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 7.2 | cum | 798.41 ₹5,748.55 | 757.33 ₹5,452.78 Lowest | 775 ₹5,580 |
| 1.00 | OD109771/2024-2025:DRY RUBBLE MASONRY _ Dry rubble(Department Rubble) without concrete leveling
course masonry with good quality blasted rubble including packing to compactness to lines and
levels cost and conveyance of all materials labor charges etc. complete as per direction of
Departmental officers at site using Department stones | 61.8 | cum | 1,879.32 ₹1,16,141.98 | 1,782.61 ₹1,10,165.3 Lowest | 1,824 ₹1,12,723.2 |
| 1.00 | 3.6: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 within all lifts and lead upto 1000m | 30 | cum | 51.27 ₹1,538.1 | 48.64 ₹1,459.2 Lowest | 49 ₹1,470 |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 301.56 | cum | 81.31 ₹24,519.52 | 77.12 ₹23,256 Lowest | 78 ₹23,521.37 |
| 1.01 | 12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means | 103.58 | cum | 92.93 ₹9,626.06 | 88.14 ₹9,129.89 Lowest | 90 ₹9,322.56 |
| 1.01 | 12.1.B.3:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil - Depth above 6 M. - Mechanical Means | 25.5 | cum | 121.88 ₹3,107.94 | 115.61 ₹2,948.06 Lowest | 118 ₹3,009 |
| 1.01 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 8.67 | cum | 679.56 ₹5,891.79 | 644.6 ₹5,588.68 Lowest | 660 ₹5,722.2 |
| 1.01 | 2.4.10.A:Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia. | 7.5 | metre | 629.54 ₹4,721.55 | 597.14 ₹4,478.55 Lowest | 610 ₹4,575 |
Tender Value
₹52.1 L
EMD Value
₹50,000
Closing Date
22 Oct 2025, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer NH Division Muvattupuzha
Retaining Wall and Culvert Shoulder strengthening at road erroded portion Dismantling o f e x i s t i n g D R a n d D a m a g e d Culverts PCC with M10 Raft with M20 Irish Drain
2025_PWD_810761_1
PWD/NH/TR/13581/2024_5_1_1/1
Open Tender
Civil Works - Highways
Item Rate
240 days
Kallarkutty
Please refer tender document
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
6 Nov 2025
16 Oct 2025
24 Oct 2025
16 Oct 2025
22 Oct 2025
16 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1353418.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 • 0.05 MB
Tendernotice_2.pdf
PDF • 2.33 MB
BOQ_1353418.xls
BOQ • 0.32 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 .