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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹5.7 L+₹23,716.55 (4.30%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹5.9 L+₹41,493.27 (7.53%)Rejected-Finance | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | K Mohammed Musthafa L2 | Abdul Nazar K L1 | IBRAHIM L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD RENNOVATION | ||||||
| 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. | 288.12 | sqm | 264.69 ₹76,262.48 | 253.78 ₹73,119.09 Lowest | 272.88 ₹78,622.19 |
| 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 | 18.6 | cum | 3,236.77 ₹60,203.92 | 3,103.3 ₹57,721.38 Lowest | 3,336.88 ₹62,065.97 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 124 | sqm | 67.64 ₹8,387.36 | 64.85 ₹8,041.4 Lowest | 69.73 ₹8,646.52 |
| 1.00 | 5.2.3a:Tack Coat 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. | 124 | sqm | 14.06 ₹1,743.44 | 13.48 ₹1,671.52 Lowest | 14.49 ₹1,796.76 |
| 1.00 | 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. | 1,610 | sqm | 11.8 ₹18,998 | 11.31 ₹18,209.1 Lowest | 12.16 ₹19,577.6 |
| 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) | 1,734 | sqm | 235.68 ₹4,08,669.12 | 225.96 ₹3,91,814.64 Lowest | 242.97 ₹4,21,309.98 |
| 1.01 | OD226901/2024-2025:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details
Area of name board upto 1.80 x 1.20 m | 1.8 | per sqm | 395.54 ₹711.97 | 379.23 ₹682.61 Lowest | 407.77 ₹733.99 |
Tender Value
Refer Docs
EMD Value
₹14,819
Closing Date
7 Mar 2025, 5:00 pmClosed
AE LSGD
LSGD Section Elamkulam
Elamkulam GP-Cherukara gate kunnakkavu road renovation
2025_LSGD_743682_1
ELKM/AE/9/2024-25
Open Tender
Civil Works - Roads
Item Rate
Elamkulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,310
₹14,819
9 Sept 2025
28 Feb 2025
10 Mar 2025
28 Feb 2025
7 Mar 2025
28 Feb 2025
Amount
ROAD RENNOVATION
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.
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
5.1.1a:Prime Coat :- Low porosity 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 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)
OD226901/2024-2025:Providing and fixing cloth banner of required size, approved shade and colour including writing name of project and details Area of name board upto 1.80 x 1.20 m
K Mohammed Musthafa (BID ID -2142497)
IBRAHIM (BID ID -2142525)
Bidder Name
Abdul Nazar K
K Mohammed Musthafa
IBRAHIM
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