Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC KERALA KL | L1 | Accepted-AOC Lowest Rate Accepted | |
| 2 | L2₹2.5 L+₹34,564.08 (16.3%)Rejected-AOC 1507 SUB TREASURY NILAMBUR | KANNUR | KERALA | 670612 | L2 | Rejected-AOC Highest Rate Rejected |
| Sl No | Description | Qty | Unit | RAJAMOHANAN K L1 | SAMSON M JOHN L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 76.5 | sqm | 272.86 ₹20,873.79 Lowest | 317.25 ₹24,269.63 |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 495 | sqm | 12.84 ₹6,355.8 Lowest | 14.93 ₹7,390.35 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 495 | sqm | 253.76 ₹1,25,611.2 Lowest | 295.03 ₹1,46,039.85 |
| 2.00BERM CONCRETE | |||||
| 2.00 | OD443262/2025-2026:Surface dressing of the ground including removing vegitation and in-equalities not exceeding 15cm deepend disposal of | 66 | sqm | 31.3 ₹2,065.8 Lowest | 36.45 ₹2,405.7 |
| 2.00 | OD446074/2025-2026:OD from DAR51.2.3- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers , levelling the top at site and consolidation by ramming . etc complete for improving the CBR value of subgrade | 6.6 | cum | 877.14 ₹5,789.12 Lowest | 1,019.82 ₹6,730.81 |
| 2.00 | OD443248/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.6 | cum | 7,846.07 ₹51,784.06 Lowest | 9,122.35 ₹60,207.51 |
Tender Value
₹2.3 L
Closing Date
10 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, AMARAMBALAM GRAMA PANCHAYATH, POOKOTTUMPADAM
Annual Plan-2025-26 .Amarambalam GP .Project No.261/26-Anchamile Healthcenter road Retarring -General Civil Work
2026_LSGD_842840_4
07/2026/AE/LID EW/AMR
Open Tender
Civil Works - Roads
Item Rate
160 days
amarambalam gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,719
Yes
Yes
17 Jul 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 2BERM CONCRETE | |||||
| 2.001 | OD443262/2025-2026:Surface dressing of the ground including removing vegitation and in-equalities not exceeding 15cm deepend disposal of | - | sqm | - | - |
| 2.002 | OD446074/2025-2026:OD from DAR51.2.3- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers , levelling the top at site and consolidation by ramming . etc complete for improving the CBR value of subgrade | 1 | cum | - | - |
| 2.003 | OD443248/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1422706.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.07 MB
Tendernotice_2.pdf
PDF • 0.02 MB
Tendernotice_3.pdf
PDF • 0.02 MB
AFFI.pdf
Tender Documents • 0.11 MB
BOQ_1422706.xls
BOQ • 0.30 MB
SBD.pdf
Tender Documents • 1.68 MB
FOT.pdf
Tender Documents • 0.01 MB
PAG.pdf
Tender Documents • 0.12 MB
NIT.pdf
PDF • 0.05 MB
NIT.pdf
PDF • 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 .