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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | L1 | Accepted-AOC L1 Below PAC | |
| 2 | L2₹31.9 L+₹1,023.80 (0.03%)Rejected-AOC ALAPPUZHA | ALAPPUZHA | KERALA | 686534 | L2 | Rejected-AOC L2 Blelow PAC |
| Sl No | Description | Qty | Unit | VARGHESE ANTONY L2 | Joseph Varkey L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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 | 2,620 | m2 | 16 ₹41,920 | 15.7 ₹41,134 Lowest |
| 1.00 | 3.3
Construction of Embankment with Material Obtained from Roadway Cutting 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 | 131 | m3 | 55 ₹7,205 Lowest | 55 ₹7,205 Lowest |
| 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 | 139.5 | m3 | 3,750 ₹5,23,125 Lowest | 3,750 ₹5,23,125 Lowest |
| 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 | 1,860 | m2 | 80 ₹1,48,800 Lowest | 80 ₹1,48,800 Lowest |
| 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 persqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic
broom as per Technical Specification Clause 503 | 1,860 | m2 | 18 ₹33,480 Lowest | 18 ₹33,480 Lowest |
| 1.01 | 75.5.9.1.2Z
20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent Providing, laying and rolling of open-graded premix carpet of 20 mm 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. Case - I By Manual Means (II) Bitumen (S-65) | 1,860 | m2 | 225 ₹4,18,500 | 224.2 ₹4,17,012 Lowest |
| 1.01 | 75.5.12.A.3.2Z
Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent 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 A. By Manual Means Case - III : Type C (II)
Bitumen (S-65) | 1,860 | m2 | 93 ₹1,72,980 Lowest | 94.2 ₹1,75,212 |
| 1.01 | 8.3.2.A
Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical
means <br> A) Excavation in soil in Hilly Area by mechanical means including
cutting and trimming of side slopes and disposing of excavated earth with a lift upto
1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 495 | m3 | 210 ₹1,03,950 | 205 ₹1,01,475 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
courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as
perspecification
(i) Nominal mix (1:2:4) | 68.16 | m3 | 9,550 ₹6,50,928 Lowest | 9,563.75 ₹6,51,865.2 |
Tender Value
₹32.0 L
EMD Value
₹50,000
Closing Date
3 Mar 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, Wet Mix Macadam Prime Coat, Tack Coat, Seal Coat PCC, etc
2026_KSNK_840062_1
KSNK/TECH/PALA/ KMKR -164/2026
Open Tender
Civil Works - Roads
Item Rate
360 days
Kanchiyar GP
Refer NIT
6 documents required · 6 mandatory
₹2,500
₹50,000
Yes
13 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
24 Feb 2026 - 3 Mar 2026
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
3.3 Construction of Embankment with Material Obtained from Roadway Cutting 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 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 persqm 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 Providing, laying and rolling of open-graded premix carpet of 20 mm 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. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2Z Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent 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 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)
8.3.2.A Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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)
75.8.1.1 Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD301416/2025-2026 Providing and fixing good quality granite name board with lettering including all of materials,conveyance, labor charge etc. complete
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