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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | L1 | Accepted-AOC L1 Below PAC | |
| 2 | L2₹16.0 L+₹220 (0.01%)Rejected-AOC NISHANA BHAVAN POST OFFICE ROAD ELAPPARA | PATHANAMTHITTA | KERALA | 686510 | L2 | Rejected-AOC L2 Below PAC |
| Sl No | Description | Qty | Unit | Joseph Varkey L1 | Murugesan N L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.2
Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1,583.1 | m2 | 16.01 ₹25,345.43 Lowest | 16.01 ₹25,345.43 Lowest |
| 1.00 | 3.3
Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 79.16 | m3 | 55.74 ₹4,412.1 Lowest | 55.74 ₹4,412.1 Lowest |
| 1.00 | 4.9
Wet Mix Macadam <br> 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 subbase 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. <br>
By Mechanical Means with 1 km lead | 71.89 | m3 | 3,750.64 ₹2,69,626.01 Lowest | 3,750.64 ₹2,69,626.01 Lowest |
| 1.00 | 75.5.1.1pb
Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 958.5 | m2 | 80.37 ₹77,034.65 Lowest | 80.37 ₹77,034.65 Lowest |
| 1.00 | 75.5.2.3pb
Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith 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. | 958.5 | m2 | 18.89 ₹18,106.07 Lowest | 18.89 ₹18,106.07 Lowest |
| 1.01 | 75.5.9.1.2Z
20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br>
(II) Bitumen (S-65) | 958.5 | m2 | 224.23 ₹2,14,924.46 Lowest | 224.23 ₹2,14,924.46 Lowest |
| 1.01 | 75.5.12.A.3.2Z
Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case - III : Type C <br> (II) Bitumen (S-65) | 958.5 | m2 | 94.24 ₹90,329.04 Lowest | 94.24 ₹90,329.04 Lowest |
| 1.01 | 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 course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 93.69 | m3 | 9,563.75 ₹8,96,027.74 Lowest | 9,563.75 ₹8,96,027.74 Lowest |
| 1.01 | OD300636/2025-2026
Providing and fixing good quality granite name board with lettering including all of
materials,conveyance, labor charge etc. complete | 1 | each | 2,900 ₹2,900 Lowest | 3,120 ₹3,120 |
Tender Value
₹16.0 L
EMD Value
₹39,973
Closing Date
24 Feb 2026, 5:00 pmClosed
Regional Engineer
Regional Engineer Kerala State Nirmithi Kendra, Regional Office, Vallichira P.O, Pala PIN 686574
Preparation of Foundation for Embankment, Construction of Embankment, Modified Penetration Macadam, Tack Coat, Seal Coat PCC, etc
2026_KSNK_837031_1
KSNK/TECH/PALA/ PMRK -159/2026
Open Tender
Civil Works - Roads
Item Rate
360 days
Kattappana
Refer NIT
6 documents required · 6 mandatory
₹2,500
₹39,973
Yes
13 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
17 Feb 2026 - 24 Feb 2026
3.2 Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
3.3 Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
4.9 Wet Mix Macadam <br> 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 subbase 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 <br> Providing and applying tack coatwith 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.
75.5.9.1.2Z 20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2Z Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case - III : Type C <br> (II) Bitumen (S-65)
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 course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD300636/2025-2026 Providing and fixing good quality granite name board with lettering including all of materials,conveyance, labor charge etc. complete
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