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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance CHOORAKUZHI PANCHAYATH KARAKULAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹6.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹7.4 L+₹84,055.92 (12.8%)Rejected-Finance AMARAPURI MADAMPANA JUNCTION KARUMAM P O THIRUVANANTHAPURAM 695002 | THIRUVANANTHAPURAM | KERALA | 695002 | ₹7.4 L+₹84,055.92 (12.8%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | DEEPU I S L2 | DAVIDRAJ L1 |
|---|---|---|---|---|---|
| 1.00Tarring, Concrete | |||||
| 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 | 17.91 ₹2,149.2 | 15.89 ₹1,906.8 Lowest |
| 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. | 89.58 | sqm | 350.21 ₹31,371.81 | 310.55 ₹27,819.07 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 33.72 | sqm | 454.56 ₹15,327.76 | 403.08 ₹13,591.86 Lowest |
| 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. | 903 | sqm | 15.68 ₹14,159.04 | 13.9 ₹12,551.7 Lowest |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65) | 903 | sqm | 329.65 ₹2,97,673.95 | 292.32 ₹2,63,964.96 Lowest |
| 1.01 | 75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 18 | cum | 10,705.02 ₹1,92,690.36 | 9,492.76 ₹1,70,869.68 Lowest |
| 1.01 | OD32384/2026-2027:Surface dressing of the ground including removing vegetation and in qualities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m. | 174 | sqm | 41.13 ₹7,156.62 | 36.47 ₹6,345.78 Lowest |
| 1.01 | 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) | 17.4 | cum | 10,283.01 ₹1,78,924.37 | 9,118.54 ₹1,58,662.6 Lowest |
| 1.01 | OD32383/2026-2027:1.001-Specification code: OD181881/2023-2024
Specification Code: od1174929/2021_2022
od1174929/2021_2022 :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) | 1 | each | 2,783.91 ₹2,783.91 | 2,468.65 ₹2,468.65 Lowest |
Tender Value
Refer Docs
EMD Value
₹16,946
Closing Date
13 Jul 2026, 4:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LIDEW Section, Karakulam Grama Panchayath
Annual Plan-Karakulam GP Project No. 28/2026-27 -Renovation of Valiyavila-Plathara Road in Ward 5-General Civil Work
2026_LSGD_858780_2
T-02/AE/LIDEW/KKM/2026-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Karakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,946
Yes
27 Jul 2026
4 Jul 2026
15 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tarring, Concrete | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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. | 1 | sqm | - | - |
| 1.003 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.006 | 75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.007 | OD32384/2026-2027:Surface dressing of the ground including removing vegetation and in qualities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m. | - | sqm | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | OD32383/2026-2027:1.001-Specification code: OD181881/2023-2024
Specification Code: od1174929/2021_2022
od1174929/2021_2022 :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) | - | each | - | - |
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