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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 LRejected-AOC | ₹3.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.9 LRejected-AOC KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM PIN 676123 | MALAPPURAM | MALAPPURAM | KERALA | 676123 | ₹3.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹4.2 LRejected-AOC | ₹4.2 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Rashid K L3 | P. MOHAMMED L2 | UVAIS T L1 | SHIBIN P. L4 |
|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||
| 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. | 120 | sqm | 9.21 ₹1,105.20 | 9.18 ₹1,101.60 | 9.09 ₹1,090.80 | 9.88 ₹1,185.60 |
| 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) | 185.7 | sqm | 334.41 ₹62,099.94 | 333.23 ₹61,880.81 | 330.07 ₹61,294 | 358.77 ₹66,623.59 |
| 1.00 | OD492433/2024-2025: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 | cum | 876.38 ₹10,516.56 | 873.28 ₹10,479.36 | 865 ₹10,380 | 940.22 ₹11,282.64 |
| 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 | cum | 3,110.31 ₹55,985.58 | 3,099.29 ₹55,787.22 | 3,069.93 ₹55,258.74 | 3,336.88 ₹60,063.84 |
| 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 | 120 | sqm | 71.16 ₹8,539.20 | 70.9 ₹8,508 | 70.23 ₹8,427.60 | 76.34 ₹9,160.80 |
| 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. | 120 | sqm | 14.29 ₹1,714.80 | 14.24 ₹1,708.80 | 14.1 ₹1,692 | 15.33 ₹1,839.60 |
| 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. | 930 | sqm | 11.96 ₹11,122.80 | 11.92 ₹11,085.60 | 11.8 ₹10,974 | 12.83 ₹11,931.90 |
| 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) | 1,050 | sqm | 229.1 ₹2.4 L | 228.29 ₹2.4 L | 226.13 ₹2.4 L | 245.79 ₹2.6 L |
| 1.01 | OD492432/2024-2025: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 | 1 | each | 2,539.42 ₹2,539.42 | 2,530.43 ₹2,530.43 | 2,506.46 ₹2,506.46 | 2,724.41 ₹2,724.41 |
Tender Value
₹4.2 L
EMD Value
₹10,572
Closing Date
19 Mar 2025, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LIDandEW Section, Thrikkalangode Grama Panchayat
Annual Plan-Thrikkalangode GP Annual Plan 2024-25, Prj No.240/25-Nerchakunnu Pazhedam Road Retarring in Ward 6-Prj No.240/25-General Civil Work
2025_LSGD_748460_4
05/2024-25/AE/LIDandEW/TKD
Open Tender
Civil Works - Roads
270 days
Thrikkalangode GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,572
Yes
4 Jun 2026
11 Mar 2025
20 Mar 2025
11 Mar 2025
19 Mar 2025
11 Mar 2025
Amount
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.
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)
OD492433/2024-2025: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)
OD492432/2024-2025: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
P. MOHAMMED (BID ID -2162044)
Rashid K (BID ID -2160844)
SHIBIN P. (BID ID -2163803)
Bidder Name
SHIBIN P.
P. MOHAMMED
Rashid K
UVAIS T
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