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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC ACHARATH HOUSE KALLADIKODE | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.204.08.2025 of Karimba GP | |
| 2 | L2₹5.2 L+₹15,293.66 (3.01%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | A SUGUNANUNNI L1 | SAJITH P L2 |
|---|---|---|---|---|---|
| 1.00Road retarring | |||||
| 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. | 714 | sqm | 16.01 ₹11,431.14 Lowest | 20 ₹14,280 |
| 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 | 53.55 | cum | 3,750.64 ₹2,00,846.77 Lowest | 3,780 ₹2,02,419 |
| 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 | 714 | sqm | 80.37 ₹57,384.18 Lowest | 85 ₹60,690 |
| 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. | 714 | sqm | 18.9 ₹13,494.6 Lowest | 22 ₹15,708 |
| 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) | 714 | sqm | 302.65 ₹2,16,092.1 Lowest | 310 ₹2,21,340 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.52 | cum | 650.34 ₹6,191.24 Lowest | 660 ₹6,283.2 |
| 2.00Name board | |||||
| 2.00 | OD88731/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hier charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame ,0.6mm thick iron sheet of size 90c60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 3,006.31 ₹3,006.31 Lowest | 3,020 ₹3,020 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
30 Jul 2025, 4:00 pmClosed
OFFICE OF ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER
Parakkaladi road tarring
2025_LSGD_777844_3
02/2025/AE/LID AND EW/KMB
Open Tender
Civil Works - Roads
Percentage
180 days
OFFICE OF ASSISTANT ENGINEER
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
3 Sept 2025
22 Jul 2025
1 Aug 2025
22 Jul 2025
30 Jul 2025
22 Jul 2025
Amount
Road retarring
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Name board
OD88731/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hier charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame ,0.6mm thick iron sheet of size 90c60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete
SAJITH P (BID ID -2265568)
Bidder Name
A SUGUNANUNNI
SAJITH P
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