Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC PULPRAIL HOUSE NELLAD PO | TIRUVANNAMALAI | TAMIL NADU | 604407 | ₹9.9 L | L1 | Accepted-AOC AGREEMENT ALREADY EXECUTED DELAY OCCURRED IN EVALUATION STAGE |
| 2 | L2₹10.4 L+₹47,967.66 (4.83%)Rejected-Finance | ₹10.4 L+₹47,967.66 (4.83%) | L2 | Rejected-Finance NOT ELIGIBLE FOR AOC |
| Sl No | Description | Qty | Unit | Nikhil T P L1 | Nirappel L2 |
|---|---|---|---|---|---|
| 1.00VATTAKATTUPADY BRANCH TO THACHETHU ROAD RAYAMANGALAM CANAL KAVALA PEECHANAMUGAL LINK ROAD RENOVATION | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 87.23 | sqm | 291.39 ₹25,417.95 Lowest | 305.46 ₹26,645.28 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 95.47 | sqm | 376.7 ₹35,963.55 Lowest | 394.9 ₹37,701.1 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,556 | sqm | 14.21 ₹22,110.76 Lowest | 14.9 ₹23,184.4 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 1,556 | sqm | 272.53 ₹4,24,056.68 Lowest | 285.7 ₹4,44,549.2 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 340.8 | sqm | 14.41 ₹4,910.93 Lowest | 15.11 ₹5,149.49 |
| 1.01 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 25.56 | cum | 3,005.76 ₹76,827.23 Lowest | 3,150.95 ₹80,538.28 |
| 1.01 | OD206236/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design and
shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of
50mm average thickness,etc.all complete as per the direction of Engineer-in-charge. | 340.8 | sqm | 1,044.87 ₹3,56,091.7 Lowest | 1,095.35 ₹3,73,295.28 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.71 | cum | 8,272.65 ₹47,269.92 Lowest | 8,672.27 ₹49,553.35 |
Tender Value
₹11.0 L
EMD Value
₹27,559
Closing Date
16 Jan 2026, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
RE-TENDER RAYAMANGALAM Annual Plan-Project no.225/2025-26 BALAVADY PEECHANAMUGAL ROAD VATTAKATTUPADY BRANCH TO THACHETHU ROAD RAYAMANGALAM CANAL KAVALA PEECHANAMUGAL LINK ROAD RENOVATION WARD 17
2026_LSGD_826218_2
ET12/RYM/25-26
Open Tender
Civil Works - Roads
Item Rate
RAYAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,559
Yes
31 Aug 2026
7 Jan 2026
17 Jan 2026
7 Jan 2026
16 Jan 2026
7 Jan 2026
VATTAKATTUPADY BRANCH TO THACHETHU ROAD RAYAMANGALAM CANAL KAVALA PEECHANAMUGAL LINK ROAD RENOVATION
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD206236/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50mm average thickness,etc.all complete as per the direction of Engineer-in-charge.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1385865.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 • 0.23 MB
BOQ_1385865.xls
BOQ • 0.30 MB
BIDDOCBALAVADYPEECHANAMUGAL.pdf
Tender Documents • 1.86 MB
NITBALAVADYPEECHANAMUGAL.pdf
Tender Documents • 0.04 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 .