Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | L1 | Accepted-AOC lowest rate quated | |
| 2 | L2₹8.9 L+₹47,420.62 (5.64%)Rejected-AOC KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | L2 | Rejected-AOC second lowest rate quated |
| Sl No | Description | Qty | Unit | MOHANAKUMAR V L2 | BENNY CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 295.92 | sqm | 432.45 ₹1,27,970.6 | 411.86 ₹1,21,877.61 Lowest |
| 1.00 | 5.2.1a:Tack Coat 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. | 1,500 | sqm | 14.64 ₹21,960 | 13.94 ₹20,910 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,500 | sqm | 306.74 ₹4,60,110 | 292.13 ₹4,38,195 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27.2 | cum | 70.49 ₹1,917.33 | 67.13 ₹1,825.94 Lowest |
| 1.00 | 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) | 27.2 | cum | 9,860.42 ₹2,68,203.42 | 9,203 ₹2,50,321.6 Lowest |
| 1.01 | OD107351/2025-2026:Supplying and fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of Engineer in charge. | 1 | each | 2,669.5 ₹2,669.5 | 2,542.38 ₹2,542.38 Lowest |
| 1.01 | OD107352/2025-2026:Supplying and fixing granite name board of 75x60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of Engineer in Charge | 1 | each | 5,508.29 ₹5,508.29 | 5,245.99 ₹5,245.99 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,151
Closing Date
30 Jul 2025, 5:00 pmClosed
ARYA MOHAN
OFFICE OF ASSISTANT ENGINEER, LID AND EW SECTION, KUNNATHUKAL GP
ROAD
2025_LSGD_778080_18
01/TNDR/AE/KGP/25-26
Open Tender
Civil Works - Roads
Item Rate
KUNNATHUKAL GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,151
Yes
11 Sept 2025
21 Jul 2025
1 Aug 2025
21 Jul 2025
30 Jul 2025
21 Jul 2025
Amount
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD107351/2025-2026:Supplying and fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of Engineer in charge.
OD107352/2025-2026:Supplying and fixing granite name board of 75x60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of Engineer in Charge
MOHANAKUMAR V (BID ID -2267341)
Bidder Name
MOHANAKUMAR V
BENNY CONSTRUCTION
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1273714.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
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 .