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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47,352.50Accepted-AOC 12 | KANNUR | KERALA | 670001 | L1 | Accepted-AOC MAY BE APPROVED |
| Sl No | Description | Qty | Unit | MONCY ABRAHAM L1 |
|---|---|---|---|---|
| 1.00Road Maintanance | ||||
| 1.00 | 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 | 4.5 | cum | 400 ₹1,800 Lowest |
| 1.00 | OD309877/2025-2026:Plate vibrator for compaction - Supplying and Providing Plate vibrator for strong vibratory compaction of loose soil in trenches made in connection with laying pipes
for different purposes in road etc all complete as per the direction of engineer in charge. | 15 | sqm | 75 ₹1,125 Lowest |
| 1.00 | 4.1.A.1: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 | 2.25 | cum | 3,200 ₹7,200 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 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 | 2.25 | cum | 3,750 ₹8,437.5 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 6 | sqm | 350 ₹2,100 Lowest |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 4.1 | sqm | 400 ₹1,640 Lowest |
| 1.01 | 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 | 15 | sqm | 75 ₹1,125 Lowest |
| 1.01 | 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. | 15 | sqm | 17 ₹255 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 60 | sqm | 17 ₹1,020 Lowest |
Tender Value
₹47,792
EMD Value
₹1,195
Closing Date
30 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD THIRUVANIYOOR
RETENDER NJALIYATHUTHAZHAM ROAD RE TARRING IN WARD 16 OF THIRUVANIYOOR G
2025_LSGD_813680_2
LSGD/CELSGD/TR/128174/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVANIYOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹335
₹1,195
4 Nov 2025
23 Oct 2025
1 Nov 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
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finance_1360660.pdf
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