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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹21.9 L+₹44,276.04 (2.06%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L6 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SHIBULAL V S L5 | RAHUL S R L7 | JESWIN JIJO L4 | MAYFAIR J M L2 | Jayakumar N L3 | SHIBU R L1 | CHANDRAN.S L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Retarring and Secod Metalling | ||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 754 | sqm | 14.36 ₹10,827.44 | 15 ₹11,310 | 14.23 ₹10,729.42 | 16 ₹12,064 | 16 ₹12,064 | 13.84 ₹10,435.36 Lowest | 14.47 ₹10,910.38 |
| 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) | 168.96 | sqm | 410.45 ₹69,349.63 | 466 ₹78,735.36 | 406.72 ₹68,719.41 | 467 ₹78,904.32 | 467 ₹78,904.32 | 395.49 ₹66,821.99 Lowest | 413.72 ₹69,902.13 |
| 1.00 | 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. | 1,320 | sqm | 18.64 ₹24,604.8 | 20 ₹26,400 | 18.48 ₹24,393.6 | 21 ₹27,720 | 21.2 ₹27,984 | 17.96 ₹23,707.2 Lowest | 18.79 ₹24,802.8 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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) | 1,320 | sqm | 314.9 ₹4,15,668 | 357 ₹4,71,240 | 312.03 ₹4,11,879.6 | 320 ₹4,22,400 | 358 ₹4,72,560 | 303.42 ₹4,00,514.4 Lowest | 317.41 ₹4,18,981.2 |
| 1.00 | 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) | 117 | cum | 8,583.56 ₹10,04,276.52 | 9,500 ₹11,11,500 | 8,505.35 ₹9,95,125.95 | 8,200 ₹9,59,400 | 8,114 ₹9,49,338 Lowest | 8,270.72 ₹9,67,674.24 | 8,651.99 ₹10,12,282.83 |
| 1.01 | OD189952/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish : lead upto 50m and lift upto 1.5m | 700 | sqm | 32.97 ₹23,079 | 35 ₹24,500 | 32.68 ₹22,876 | 37 ₹25,900 | 28 ₹19,600 Lowest | 31.77 ₹22,239 | 33.24 ₹23,268 |
| 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) | 70 | cum | 8,245.19 ₹5,77,163.3 | 9,000 ₹6,30,000 | 8,170.07 ₹5,71,904.9 | 8,000 ₹5,60,000 | 7,793 ₹5,45,510 Lowest | 7,944.68 ₹5,56,127.6 | 8,310.92 ₹5,81,764.4 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3 | cum | 8,575.01 ₹25,725.03 | 9,200 ₹27,600 | 8,496.88 ₹25,490.64 | 9,776 ₹29,328 | 8,100 ₹24,300 Lowest | 8,262.48 ₹24,787.44 | 8,643.37 ₹25,930.11 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 5.1 | cum | 396.25 ₹2,020.88 | 400 ₹2,040 | 392.64 ₹2,002.46 | 37 ₹188.7 Lowest | 374 ₹1,907.4 | 381.8 ₹1,947.18 | 399.4 ₹2,036.94 |
Tender Value
₹25.4 L
EMD Value
₹2,760
Closing Date
30 Sept 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayat
Road
2026_LSGD_871670_1
7d(8)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹50,000
Yes
₹2,760
Yes
7 Oct 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring and Secod Metalling | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 754 | sqm | - | - |
| 1.002 | 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) | 168.96 | sqm | - | - |
| 1.003 | 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. | 1,320 | sqm | - | - |
| 1.004 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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) | 1,320 | sqm | - | - |
| 1.005 | 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) | 117 | cum | - | - |
| 1.006 | OD189952/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish : lead upto 50m and lift upto 1.5m | 700 | 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) | 70 | cum | - | - |
| 1.008 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3 | cum | - | - |
| 1.009 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 5.1 | cum | - | - |
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