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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC RE TENDER SINGLE |
| Sl No | Description | Qty | Unit | SHAJI SHARON L1 |
|---|---|---|---|---|
| 1.00MAINTENANCE OF ASPINWALL KAYALORAM THOOSHATH ROAD | ||||
| 1.00 | OD114634/2025-2026:SCARIFYING* Scarifying the existing road surface to a depth of 150mm and compacting
aggregate obtained from scarifying with power roller as per Technical Specification Clause
301.4. | 429 | sqm | 7.8 ₹3,346.2 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 | 42.9 | cum | 3,750.64 ₹1,60,902.46 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 | 429 | sqm | 80.37 ₹34,478.73 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 per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 429 | sqm | 18.9 ₹8,108.1 Lowest |
| 1.00 | 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) | 429 | sqm | 302.6 ₹1,29,815.4 Lowest |
| 1.01 | OD243802/2025-2026: AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained
from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope
and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITHOUT POWER ROLLER) | 1.2 | cum | 1,390 ₹1,668 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,459
Closing Date
29 Oct 2025, 6:00 pmClosed
AJITHKUMAR Y
LIDANDEW SECTION ARYAD GP
Annual Plan-ARYAD GP 2025 - 26 MAINTENANCE OF ASPINWALL KAYALORAM THOOSHATH ROAD IN WARD 7-Project no. 103-General Civil Work
2025_LSGD_799009_24
02/AE/LIDEW/AGP2025
Open Tender
Civil Works - Roads
Item Rate
ARYAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,459
Yes
31 Mar 2026
21 Oct 2025
31 Oct 2025
21 Oct 2025
29 Oct 2025
21 Oct 2025
Amount
MAINTENANCE OF ASPINWALL KAYALORAM THOOSHATH ROAD
OD114634/2025-2026:SCARIFYING* Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4.
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 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 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)
OD243802/2025-2026: AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)
Bidder Name
SHAJI SHARON
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