Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.2 L+₹4,648.53 (0.57%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHAIBY SEBASTIAN L2 | Sinoj M George L1 |
|---|---|---|---|---|---|
| 1.00ROAD IMPROVEMENT | |||||
| 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. | 2,400 | sqm | 13.29 ₹31,896 Lowest | 16.03 ₹38,472 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 325.6 | sqm | 375.76 ₹1,22,347.46 | 370 ₹1,20,472 Lowest |
| 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) | 2,400 | sqm | 269.75 ₹6,47,400 | 266 ₹6,38,400 Lowest |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> 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 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1.8 | cum | 730.83 ₹1,315.49 | 716 ₹1,288.8 Lowest |
| 1.00 | 75.8.1: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) | 1.8 | cum | 8,709.1 ₹15,676.38 | 8,530 ₹15,354 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
24 Jul 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LSGD KINANOOR KARINTHALAM GP
PARAPPACHAL CHENATTADI-MEERKKANAM ROAD IMPROVEMENT-PR NO.19/2025-26
2025_LSGD_774440_1
AE/LSGD/KKGP/2/TN/25-26/PRO. NO.19
Open Tender
Civil Works - Roads
Item Rate
KARINTHALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,166
Yes
29 Oct 2025
16 Jul 2025
28 Jul 2025
16 Jul 2025
24 Jul 2025
16 Jul 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
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 .