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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC lowest bid admitted | |
| 2 | Rejected-Technical | - | Rejected-Technical quoted bid high |
| Sl No | Description | Qty | Unit | BENADICT PERIERA L1 | R P UDAYAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Paalachira Palli Chaanikkal Ration kada Road Balance Portion Maintenance in ward -6 | |||||
| 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. | 162 | sqm | 16.34 ₹2,647.08 Lowest | 16.36 ₹2,650.32 |
| 1.00 | OD188477/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 60 | sqm | 37.52 ₹2,251.2 Lowest | 37.56 ₹2,253.6 |
| 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 | 21.15 | cum | 3,828.83 ₹80,979.75 Lowest | 3,832.66 ₹81,060.76 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 44.51 | sqm | 316.66 ₹14,094.54 Lowest | 316.98 ₹14,108.78 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 222 | sqm | 76.05 ₹16,883.1 Lowest | 76.13 ₹16,900.86 |
| 1.01 | 5.2.3a:Tack Coat <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. | 222 | sqm | 16.59 ₹3,682.98 Lowest | 16.61 ₹3,687.42 |
| 1.01 | 5.2.1a:Tack Coat 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. | 763.5 | sqm | 13.93 ₹10,635.56 Lowest | 13.94 ₹10,643.19 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 985.5 | sqm | 291.84 ₹2,87,608.32 Lowest | 292.13 ₹2,87,894.12 |
| 1.01 | OD108657/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, bridge
railing, and similar works, including applying priming coat of approves steel primer.
M.S. tube | 30 | kg | 126.87 ₹3,806.1 Lowest | 127 ₹3,810 |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
14 Aug 2025, 6:00 pmClosed
Assistant Engineer
LID EW SECTION,Cherunniyoor gp
Annual Plan-CHR GP ProjNo139/26-Paalachira Palli Chaanikkal Ration kada Road Balance Portion Maintenance in ward -6
2025_LSGD_781098_8
06 2025 2026 AE LIDEW CHR
Open Tender
Civil Works - Roads
Item Rate
Cherunniyoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,576
Yes
13 Oct 2025
2 Aug 2025
18 Aug 2025
2 Aug 2025
14 Aug 2025
2 Aug 2025
Amount
Paalachira Palli Chaanikkal Ration kada Road Balance Portion Maintenance in ward -6
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.
OD188477/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
OD108657/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, bridge railing, and similar works, including applying priming coat of approves steel primer. M.S. tube
R P UDAYAKUMAR (BID ID -2283864)
Bidder Name
BENADICT PERIERA
R P UDAYAKUMAR
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