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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹4,447.44 (1.04%)Rejected-Finance CHERAT KARUVISSERY P O PIN 673 010 | KARUVISSERY | KOZHIKODE | KERALA | 673010 | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | L3₹4.4 L+₹10,659.37 (2.49%)Rejected-Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹4.9 L+₹60,474.96 (14.2%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | AJITH K P L1 | RITHU M.V L3 | ABDUL BASHEER C L2 | RAMACHANDRAN M L4 |
|---|---|---|---|---|---|---|---|
| 1.00NV road | |||||||
| 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. | 340.8 | sqm | 75 ₹25,560 | 9 ₹3,067.2 Lowest | 15 ₹5,112 | 10 ₹3,408 |
| 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 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. <br> By Mechanical Means with 1 km lead | 51.12 | cum | 1,400 ₹71,568 Lowest | 3,138 ₹1,60,414.56 | 3,200 ₹1,63,584 | 3,600 ₹1,84,032 |
| 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 | 340.8 | sqm | 50 ₹17,040 Lowest | 76 ₹25,900.8 | 90 ₹30,672 | 90 ₹30,672 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 340.8 | sqm | 50 ₹17,040 | 17 ₹5,793.6 Lowest | 20 ₹6,816 | 17 ₹5,793.6 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 340.8 | sqm | 450 ₹1,53,360 | 245 ₹83,496 Lowest | 290 ₹98,832 | 280 ₹95,424 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 28.12 | cum | 350 ₹9,840.6 | 342 ₹9,615.67 | 290 ₹8,153.64 Lowest | 360 ₹10,121.76 |
| 1.01 | OD543547/2024-2025:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.78 | cum | 1,400 ₹17,892 | 2,659 ₹33,982.02 | 280 ₹3,578.4 Lowest | 2,550 ₹32,589 |
| 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) | 15.34 | cum | 7,500 ₹1,15,020 Lowest | 7,545 ₹1,15,710.12 | 7,500 ₹1,15,020 Lowest | 8,200 ₹1,25,755.2 |
Tender Value
₹4.6 L
EMD Value
₹11,603
Closing Date
18 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER LID AND EW KAKKODI GP
Annual Plan-389/24-25-RENOVATION OF NV ROAD-General Civil Work-IN KAKKODI GP
2025_LSGD_768507_10
336/2025/AE/LSGD/KKD
Open Tender
Civil Works - Others
Item Rate
KAKKODI
Please refer Tender documents.
13 documents required · 13 mandatory
₹1,025
Yes
₹11,603
Yes
22 Dec 2025
10 Jun 2025
20 Jun 2025
10 Jun 2025
18 Jun 2025
10 Jun 2025
Amount
NV road
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.
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 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. <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 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 <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 <br> Type A <br> (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD543547/2024-2025:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
ABDUL BASHEER C (BID ID -2227761)
RITHU M.V (BID ID -2227094)
RAMACHANDRAN M (BID ID -2227769)
Bidder Name
RITHU M.V
RAMACHANDRAN M
ABDUL BASHEER C
AJITH K P
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