Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | ₹14.8 L | L1 | Accepted-AOC Agreement executed on 16/10/2025 |
| 2 | L2₹15.5 L+₹66,121.36 (4.45%)Rejected-Finance IDUKKI | KERALA | 685501 | ₹15.5 L+₹66,121.36 (4.45%) | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K N SASIDHARAN L1 | RAJEEV P P L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD39694/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Mean and recompacting the aggregate receieved from Scarifying with a tthree wheel 80/100 KN static roller etac complete | 1,947.3 | sqm | 7.8 ₹15,188.94 Lowest | 8.15 ₹15,870.5 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 146.05 | cum | 3,750.61 ₹5,47,769.09 Lowest | 3,917.54 ₹5,72,148.88 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,947.3 | sqm | 80.37 ₹1,56,504.5 Lowest | 83.95 ₹1,63,475.84 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,947.3 | sqm | 18.9 ₹36,803.97 Lowest | 19.74 ₹38,439.7 |
| 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) | 1,947.3 | sqm | 302.64 ₹5,89,330.87 Lowest | 316.12 ₹6,15,580.48 |
| 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) | 15.17 | cum | 9,186.7 ₹1,39,389.8 Lowest | 9,595.54 ₹1,45,593.13 |
Tender Value
₹14.9 L
EMD Value
₹37,125
Closing Date
26 Sept 2025, 6:00 pmClosed
Assistant Engineer
Off the Asst Engineer LID and EW Section Maravanthuruthu GP
Annual Plan-Maravanthuruthu GP_ Maintenance of Koottummel Kannengeri Aattuvelakadavu Road in Ward No 10-PR No 127/26-General Civil Work
2025_LSGD_797997_2
T03/25-26/AE/LIDEW/MPT
Open Tender
Civil Works - Roads
Item Rate
180 days
Maravanthuruthu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,125
Yes
6 Aug 2026
17 Sept 2025
27 Sept 2025
17 Sept 2025
26 Sept 2025
17 Sept 2025
Amount
Road maintenance
OD39694/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Mean and recompacting the aggregate receieved from Scarifying with a tthree wheel 80/100 KN static roller etac complete
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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)
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)
RAJEEV P P (BID ID -2359728)
Bidder Name
RAJEEV P P
K N SASIDHARAN
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1322440.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 .