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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.7 L+₹16,925.63 (3.70%)Rejected-AOC KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676123 | ₹4.7 L+₹16,925.63 (3.70%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Rashid K L2 | SHAFEEKHALI VADAKKAN L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 233 | sqm | 334.84 ₹78,017.72 | 322.89 ₹75,233.37 Lowest |
| 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. | 60 | sqm | 9.22 ₹553.2 | 8.89 ₹533.4 Lowest |
| 1.00 | OD426770/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade - from DAR 51.2.3 | 12.24 | cum | 877.51 ₹10,740.72 | 846.2 ₹10,357.49 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 | 9 | cum | 3,114.31 ₹28,028.79 | 3,003.19 ₹27,028.71 Lowest |
| 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 | 60 | sqm | 71.25 ₹4,275 | 68.71 ₹4,122.6 Lowest |
| 1.01 | 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. | 60 | sqm | 14.31 ₹858.6 | 13.8 ₹828 Lowest |
| 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. | 1,170 | sqm | 11.97 ₹14,004.9 | 11.55 ₹13,513.5 Lowest |
| 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) | 1,230 | sqm | 229.4 ₹2,82,162 | 221.21 ₹2,72,088.3 Lowest |
| 1.01 | OD426952/2024-2025:Surface dressing of the ground including removing vegetation and inequalities
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 | 62.4 | sqm | 28.03 ₹1,749.07 | 27.03 ₹1,686.67 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
18 Mar 2025, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LIDandEW Section, Thrikkalangode Grama Panchayat
Annual Plan-2024-25 of Thrikkalangode GP,Proj No-214/25,AMAYUR ROAD CHERUPALLI KAMMADAJIPPADI ROAD RETARING IN WARD 4-Proj No-214/25-General Civil Work ( Re-Tender )
2025_LSGD_748460_3
05/2024-25/AE/LIDandEW/TKD
Open Tender
Civil Works - Roads
Item Rate
270 days
Thrikkalangode GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,708
Yes
7 Aug 2026
11 Mar 2025
20 Mar 2025
11 Mar 2025
18 Mar 2025
11 Mar 2025
Amount
Retarring
5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)
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.
OD426770/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade - from DAR 51.2.3
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)
OD426952/2024-2025:Surface dressing of the ground including removing vegetation and inequalities 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
OD426953/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course 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) (excluding form work) (modified from MORD 75.8.1)
OD426769/2024-2025:NAME BOARD: Providing and fixing granite of any color and shade for Name board of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand), including all charges etc. complete at all levels, including lettering and fixing
Rashid K (BID ID -2160850)
Bidder Name
Rashid K
SHAFEEKHALI VADAKKAN
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