Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹46.5 LAccepted-AOC KANDATHAL HOUSE ADIMALY | IDUKKI | KERALA | 685501 | 1st | Accepted-AOC Agreement executed | |
| 2 | 2nd₹46.6 L+₹5,066.09 (0.11%)Rejected-AOC | 2nd | Rejected-AOC Lowest bidder agreement executed |
| Sl No | Description | Qty | Unit | Manesh Jacob L2 | Biju K.P. L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 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 | 737.58 | cum | 54.76 ₹40,389.88 | 54.7 ₹40,345.63 Lowest |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 368.79 | cum | 3,954.19 ₹14,58,265.73 | 3,949.88 ₹14,56,676.25 Lowest |
| 1.00 | 4.12: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. | 368.79 | cum | 4,020.96 ₹14,82,889.84 | 4,016.58 ₹14,81,274.54 Lowest |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 2,458.6 | sqm | 73.1 ₹1,79,723.66 | 73.02 ₹1,79,526.97 Lowest |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 2,458.6 | sqm | 13.9 ₹34,174.54 | 13.89 ₹34,149.95 Lowest |
| 1.01 | OD283344/2025-2026:Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of
20 mm thickness composed of 11.2 mm to 0.9 mm Type-A aggregate using penetration grade
bitumen to required line, grade and level to serve as wearing course on previously prepared
base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static
roller and finishing to required level and grades as per Technical specification clause 509 of
MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means | 2,458.6 | sqm | 321.34 ₹7,90,046.52 | 320.99 ₹7,89,186.01 Lowest |
| 2.00CD work | |||||
| 2.00 | 3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 47.6 | cum | 69.45 ₹3,305.82 | 69.38 ₹3,302.49 Lowest |
| 2.00 | OD283342/2025-2026: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete | 64.3 | cum | 4,576.24 ₹2,94,252.23 | 4,571.25 ₹2,93,931.38 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
30 Jul 2026, 4:00 pmClosed
Executive Engineer
PWD Roads Division Idukki
GENERAL-Budget 2025-26 (Substitution) Providing 20mm chipping carpet work to Millumpady Sasthampara Vimalagiri Road in Mariyapuram Grama Panchayat-2025- 2026
2026_PWD_862482_1
13/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Mariyapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
5 Oct 2026
25 Jul 2026
1 Aug 2026
25 Jul 2026
30 Jul 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.003 | 4.12: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. | - | cum | - | - |
| 1.004 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 1 | sqm | - | - |
| 1.005 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1 | sqm | - | - |
| 1.006 | OD283344/2025-2026:Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of
20 mm thickness composed of 11.2 mm to 0.9 mm Type-A aggregate using penetration grade
bitumen to required line, grade and level to serve as wearing course on previously prepared
base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static
roller and finishing to required level and grades as per Technical specification clause 509 of
MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means | 1 | sqm | - | - |
| 2CD work | |||||
| 2.001 | 3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 2.002 | OD283342/2025-2026: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete | 1 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1458697.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 • 1.65 MB
BOQ_1458697.xls
BOQ • 0.31 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 .