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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹9.7 L+₹53,613.22 (5.82%)Rejected-AOC | L2 | Rejected-AOC l2 | |
| 3 | L3₹10.2 L+₹1.0 L (11.1%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | R. CHANDRAKUMAR L2 | SHIJIN JOSE T L1 | VIPINKUMAR C V L3 |
|---|---|---|---|---|---|---|
| 1.00Improvement of road | ||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 74.31 | sqm | 316.98 ₹23,554.78 | 299.55 ₹22,259.56 Lowest | 332.83 ₹24,732.6 |
| 1.00 | 5.2.1a:Tack Coat<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. | 2,250 | sqm | 13.94 ₹31,365 | 13.17 ₹29,632.5 Lowest | 14.64 ₹32,940 |
| 1.00 | OD68316/2025-2026:Scarifying the existing bituminous road surface to a depth of 50mm and disposal of mm and scarified material within all lifts and lead up to 1 km(by mechanical means) | 132.5 | sqm | 7.83 ₹1,037.48 | 7.4 ₹980.5 Lowest | 8.22 ₹1,089.15 |
| 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 | 22.5 | cum | 3,832.66 ₹86,234.85 | 3,621.86 ₹81,491.85 Lowest | 4,024.29 ₹90,546.53 |
| 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 | 150 | sqm | 76.13 ₹11,419.5 | 71.94 ₹10,791 Lowest | 79.94 ₹11,991 |
| 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. | 150 | sqm | 16.61 ₹2,491.5 | 15.7 ₹2,355 Lowest | 17.44 ₹2,616 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 2,400 | sqm | 292.13 ₹7,01,112 | 276.06 ₹6,62,544 Lowest | 306.74 ₹7,36,176 |
| 1.01 | OD68320/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not<b r>exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 120 | sqm | 37.56 ₹4,507.2 | 35.49 ₹4,258.8 Lowest | 39.44 ₹4,732.8 |
| 1.01 | OD68321/2025-2026:(OD FROM MORD 75.8.1)-Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 12 | cum | 9,400.27 ₹1,12,803.24 | 8,883.26 ₹1,06,599.12 Lowest | 9,870.28 ₹1,18,443.36 |
Tender Value
₹9.7 L
EMD Value
₹24,363
Closing Date
26 Jun 2025, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Amboori Grama Panchayat
No.145/26-Improvements of Punnaramkunnu - Ambunkayam road in ward-9-General Civil Work
2025_LSGD_770112_9
TN-01/25/AE/LIDEW/AMB
Open Tender
Civil Works - Roads
Item Rate
270 days
Amboori GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,150
Yes
₹24,363
Yes
21 Aug 2025
19 Jun 2025
28 Jun 2025
19 Jun 2025
26 Jun 2025
19 Jun 2025
Amount
Improvement of road
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.
5.2.1a:Tack Coat<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.
OD68316/2025-2026:Scarifying the existing bituminous road surface to a depth of 50mm and disposal of mm and scarified material within all lifts and lead up to 1 km(by mechanical means)
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
5.1.1a: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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
OD68320/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not<b r>exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD68321/2025-2026:(OD FROM MORD 75.8.1)-Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
R. CHANDRAKUMAR (BID ID -2232572)
VIPINKUMAR C V (BID ID -2232677)
Bidder Name
R. CHANDRAKUMAR
SHIJIN JOSE T
VIPINKUMAR C V
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