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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | ₹7.5 L Quoted ₹7.7 L | L1 | Accepted-AOC lowest |
| 2 | L2₹8.2 L+₹50,789.64 (6.62%)Rejected-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | ₹8.2 L+₹50,789.64 (6.62%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SAJINI S S L1 | Babu M L3 | Neelambaran.K L2 |
|---|---|---|---|---|---|---|
| 1.00Re-tarring | ||||||
| 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. | 400 | sqm | 14.82 ₹5,928 Lowest | 16.36 ₹6,544 | 15.8 ₹6,320 |
| 1.00 | OD69719/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 95 | cum | 430.02 ₹40,852.33 Lowest | 474.64 ₹45,091.27 | 458.5 ₹43,557.96 |
| 1.00 | OD69730/2025-2026:Quarry muck Granular sub base surface course with local materials by mix in place method with granular sub base by providing local material spreading in uniform layers with mortar grader on prepared surface mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density. | 60 | cum | 859.28 ₹51,556.8 Lowest | 948.43 ₹56,905.8 | 916.18 ₹54,970.8 |
| 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 | 49.5 | cum | 3,472.39 ₹1,71,883.31 Lowest | 3,832.66 ₹1,89,716.67 | 3,702.34 ₹1,83,265.83 |
| 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 | 330 | sqm | 68.97 ₹22,760.1 Lowest | 76.13 ₹25,122.9 | 73.54 ₹24,268.2 |
| 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. | 330 | sqm | 15.05 ₹4,966.5 Lowest | 16.61 ₹5,481.3 | 16.04 ₹5,293.2 |
| 1.01 | 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. | 94.75 | sqm | 287.18 ₹27,210.31 Lowest | 316.98 ₹30,033.86 | 306.2 ₹29,012.45 |
| 1.01 | 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. | 660 | sqm | 12.63 ₹8,335.8 Lowest | 13.94 ₹9,200.4 | 13.46 ₹8,883.6 |
| 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) | 990 | sqm | 264.67 ₹2,62,023.3 Lowest | 292.13 ₹2,89,208.7 | 282.19 ₹2,79,368.1 |
Tender Value
₹8.5 L
EMD Value
₹21,169
Closing Date
8 Jul 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Road
2025_LSGD_772383_19
6/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,169
Yes
7 Sept 2026
28 Jun 2025
10 Jul 2025
28 Jun 2025
8 Jul 2025
28 Jun 2025
Amount
Re-tarring
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.
OD69719/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD69730/2025-2026:Quarry muck Granular sub base surface course with local materials by mix in place method with granular sub base by providing local material spreading in uniform layers with mortar grader on prepared surface mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density.
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.
5.5.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.
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)
OD69759/2025-2026: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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD69918/2025-2026:Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i--c. (MoRD)
OD69965/2025-2026:Supplying and fixing granite name board of ize 75x60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc.complete as per direction of e-i-c. (MoRD)
Neelambaran.K (BID ID -2244472)
Babu M (BID ID -2244496)
Bidder Name
SAJINI S S
Neelambaran.K
Babu M
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