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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-Finance | ₹18.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹18.6 L+₹19.45 (<0.01%)Accepted-Finance | ₹18.6 L+₹19.45 (<0.01%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | JESWIN JIJO L1 | SREEJITH R S L2 |
|---|---|---|---|---|---|
| 1.00Improvements | |||||
| 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. | 389 | sqm | 17.95 ₹6,982.55 Lowest | 18 ₹7,002 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 26.16 | cum | 495.09 ₹12,951.55 Lowest | 495.09 ₹12,951.55 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. | 2,976 | sqm | 15.71 ₹46,752.96 Lowest | 15.71 ₹46,752.96 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. | 186.72 | sqm | 350.85 ₹65,510.71 Lowest | 350.85 ₹65,510.71 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) | 146.58 | sqm | 455.39 ₹66,751.07 Lowest | 455.39 ₹66,751.07 Lowest |
| 1.01 | 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) | 2,976 | sqm | 330.25 ₹9,82,824 Lowest | 330.25 ₹9,82,824 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) | 65.05 | cum | 10,301.8 ₹6,70,132.09 Lowest | 10,301.8 ₹6,70,132.09 Lowest |
| 1.01 | OD99639/2026-2027:Supplying and fixing Information name board of size 75x60cm size GI Pipe post and 1mm MS sheet surrounding by MS angles including painting Letters and fixing concrete.etc ,complete as per direction of e.i.c | 1 | each | 1,292.99 ₹1,292.99 Lowest | 1,292.99 ₹1,292.99 Lowest |
| 1.01 | OD99640/2026-2027:Supplying and fixing Granite name board of size 75x60cm size installed in appropriate place visible to public .Made of brick wall with plaque should be inserted and engraving Letters .etc ,complete as perdirection of e.i.c | 1 | each | 5,643.96 ₹5,643.96 Lowest | 5,643.96 ₹5,643.96 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
21 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayath
Road
2026_LSGD_859691_1
5c(4)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,362
Yes
6 Aug 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvements | |||||
| 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 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD99639/2026-2027:Supplying and fixing Information name board of size 75x60cm size GI Pipe post and 1mm MS sheet surrounding by MS angles including painting Letters and fixing concrete.etc ,complete as per direction of e.i.c | - | each | - | - |
| 1.009 | OD99640/2026-2027:Supplying and fixing Granite name board of size 75x60cm size installed in appropriate place visible to public .Made of brick wall with plaque should be inserted and engraving Letters .etc ,complete as perdirection of e.i.c | - | each | - | - |
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