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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | ₹10.1 L | L1 | Accepted-AOC LEAST |
| 2 | Rejected-Technical KARAKULAM | - | - | Rejected-Technical SECOND LOWEST |
| Sl No | Description | Qty | Unit | SAJINI S S L1 | SAJINDAS L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 57.6 | cum | 66.45 ₹3,827.52 Lowest | 67.13 ₹3,866.69 |
| 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 | 57.6 | cum | 3,794.33 ₹2,18,553.41 Lowest | 3,832.66 ₹2,20,761.22 |
| 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 | 384 | sqm | 79.61 ₹30,570.24 Lowest | 80.42 ₹30,881.28 |
| 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. | 384 | sqm | 18.76 ₹7,203.84 Lowest | 18.95 ₹7,276.8 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 179.28 | sqm | 420.43 ₹75,372.59 Lowest | 424.68 ₹76,134.51 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,280 | sqm | 15.67 ₹20,057.6 Lowest | 15.83 ₹20,262.4 |
| 1.01 | 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) | 1,664 | sqm | 303.17 ₹5,04,474.88 Lowest | 306.24 ₹5,09,583.36 |
| 1.01 | OD69182/2025-2026:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 122 | sqm | 544.08 ₹66,377.76 Lowest | 549.58 ₹67,048.76 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 3.86 | cum | 10,582.9 ₹40,839.41 Lowest | 10,689.8 ₹41,251.94 |
Tender Value
₹10.2 L
EMD Value
₹25,422
Closing Date
18 Jun 2025, 2:00 pmClosed
AEE NEYYATTINKARA MUNICIPALITY
OFFICE OF AEE NEYYATTINKARA MUNICIPALITY
Annual Plan-150/24-25-Retarring of Pooja Nagar in Puthanambalam Aralummoodu ward-General Civil Work
2025_LSGD_768582_1
E5/AEE/LSGD/2025/THIRD
Open Tender
Civil Works - Roads
Item Rate
180 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹25,422
Yes
10 Sept 2026
10 Jun 2025
20 Jun 2025
10 Jun 2025
18 Jun 2025
10 Jun 2025
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