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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | ₹17.5 L | L1 | Accepted-AOC lowest |
| 2 | L2₹17.9 L+₹40,828.74 (2.33%)Rejected-AOC | ₹17.9 L+₹40,828.74 (2.33%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L8 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | s.jayakumar L1 | Renjith.R L6 | Harilal NS L5 | Jayakumar N L9 | PRADEEP L3 | D.JOHN L8 | SAJIN R L4 | AJAY KRISHNA P S L7 | Sunil B S L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||||||||
| 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. | 759 | sqm | 13.53 ₹10,269.27 | 15.21 ₹11,544.39 | 15 ₹11,385 | 16 ₹12,144 | 14.45 ₹10,967.55 | 15.85 ₹12,030.15 | 12 ₹9,108 Lowest | 15.38 ₹11,673.42 | 13.84 ₹10,504.56 |
| 1.00 | OD113545/2026-2027:Filling with Quarry Muck - 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 ( Derived from DAR 51.2.3) | 33 | cum | 1,540.87 ₹50,848.71 | 1,732.77 ₹57,181.41 | 1,730 ₹57,090 | 1,863 ₹61,479 | 1,645.03 ₹54,285.99 | 1,805 ₹59,565 | 1,500 ₹49,500 Lowest | 1,751.41 ₹57,796.53 | 1,576.27 ₹52,016.91 |
| 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) | 176.16 | sqm | 343.3 ₹60,477.44 Lowest | 386.06 ₹68,010.26 | 385 ₹67,823.53 | 415 ₹73,108.48 | 366.44 ₹64,553.9 | 402 ₹70,818.33 | 415.12 ₹73,129.61 | 390.21 ₹68,741.34 | 351.19 ₹61,867.39 |
| 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. | 1,260 | sqm | 11.84 ₹14,918.4 Lowest | 13.31 ₹16,770.6 | 13 ₹16,380 | 14 ₹17,640 | 12.36 ₹15,573.6 | 14 ₹17,640 | 14.32 ₹18,043.2 | 13.46 ₹16,959.6 | 12.11 ₹15,258.6 |
| 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) | 1,260 | sqm | 248.97 ₹3,13,702.2 Lowest | 279.97 ₹3,52,762.2 | 279 ₹3,51,540 | 301 ₹3,79,260 | 265.78 ₹3,34,882.8 | 300 ₹3,78,000 | 301.05 ₹3,79,323 | 282.99 ₹3,56,567.4 | 254.69 ₹3,20,909.4 |
| 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) | 150.38 | cum | 8,081.47 ₹12,15,251.05 Lowest | 9,091.93 ₹13,67,198.97 | 8,990 ₹13,51,871.25 | 9,776 ₹14,70,066 | 8,632.21 ₹12,98,068.58 | 9,473 ₹14,24,502.38 | 8,400 ₹12,63,150 | 9,189.69 ₹13,81,899.63 | 8,270.72 ₹12,43,709.52 |
| 1.01 | OD81795/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation
and in-qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 86.7 | sqm | 31.06 ₹2,692.9 Lowest | 34.93 ₹3,028.43 | 34 ₹2,947.8 | 37 ₹3,207.9 | 32.67 ₹2,832.49 | 36 ₹3,121.2 | 35 ₹3,034.5 | 35.31 ₹3,061.38 | 31.78 ₹2,755.33 |
| 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) | 10.4 | cum | 7,760.26 ₹80,737.75 Lowest | 8,733.51 ₹90,863.44 | 8,900 ₹92,595.6 | 9,300 ₹96,757.2 | 8,291.37 ₹86,263.41 | 9,099 ₹94,666 | 8,600 ₹89,474.4 | 8,827.43 ₹91,840.58 | 7,944.68 ₹82,656.45 |
| 1.01 | OD86186/2026-2027:S/F information board 75x60 cm using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting , lettering and fixing in concrete etc. as per the direction of dpt officers. | 1 | each | 2,102.55 ₹2,102.55 | 2,364.41 ₹2,364.41 | 2,000 ₹2,000 Lowest | 2,500 ₹2,500 | 2,244.59 ₹2,244.59 | 2,464 ₹2,464 | 2,000 ₹2,000 Lowest | 2,389.84 ₹2,389.84 | 2,150.85 ₹2,150.85 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
28 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayat
Road
2026_LSGD_861458_1
5d(10)/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
₹50,000
Yes
29 Aug 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 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 | OD113545/2026-2027:Filling with Quarry Muck - 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 ( Derived from DAR 51.2.3) | - | cum | - | - |
| 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 | OD81795/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation
and in-qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | - | 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 | OD86186/2026-2027:S/F information board 75x60 cm using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting , lettering and fixing in concrete etc. as per the direction of dpt officers. | - | each | - | - |
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