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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAccepted-Finance | ₹32.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹34.8 L+₹2.5 L (7.87%)Accepted-Finance | ₹34.8 L+₹2.5 L (7.87%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L12 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L10 |
| Sl No | Description | Qty | Unit | s.jayakumar L9 | M.Salahudeen L7 | VINOJ P L4 | SHIBULAL V S L6 | R Muraleedharan Nair L10 | Renjith.R L3 | SURESH BABU C L2 | NAZARUDEEN L12 | SHIBU R L1 | SIBIN B S L5 | SHIRAZ A NAHAS L8 | SHAJI BHADRAN L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||||||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 34.66 | cum | 379.67 ₹13,158.6 | 409.71 ₹14,199.73 | 393.7 ₹13,644.85 | 405.54 ₹14,055.21 | 426 ₹14,764.31 | 385.15 ₹13,348.53 | 381.85 ₹13,234.16 | 9 ₹311.92 Lowest | 353.97 ₹12,267.89 | 395 ₹13,689.91 | 170 ₹5,891.86 | 450 ₹15,596.1 |
| 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) | 213.45 | sqm | 339.24 ₹72,410.78 | 366.45 ₹78,218.75 | 351.75 ₹75,081.04 | 362.35 ₹77,343.61 | 415.12 ₹88,607.36 | 344.12 ₹73,452.41 | 341.18 ₹72,824.87 | 360 ₹76,842 | 316.27 ₹67,507.83 | 353 ₹75,347.85 | 280 ₹59,766 Lowest | 400 ₹85,380 |
| 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. | 1,757.8 | sqm | 11.7 ₹20,566.26 | 12.36 ₹21,726.41 | 12.1 ₹21,269.38 | 12.49 ₹21,954.92 | 14.32 ₹25,171.7 | 11.87 ₹20,865.09 | 11.76 ₹20,671.73 | 16 ₹28,124.8 | 10.91 ₹19,177.6 Lowest | 12.2 ₹21,445.16 | 18 ₹31,640.4 | 14 ₹24,609.2 |
| 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) | 1,757.8 | sqm | 246.02 ₹4,32,453.96 | 265.78 ₹4,67,188.08 | 255.1 ₹4,48,414.78 | 262.78 ₹4,61,914.68 | 301.05 ₹5,29,185.69 | 249.57 ₹4,38,694.15 | 247.43 ₹4,34,932.45 | 300 ₹5,27,340 | 229.37 ₹4,03,186.59 Lowest | 257 ₹4,51,754.6 | 310 ₹5,44,918 | 300 ₹5,27,340 |
| 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) | 69.77 | cum | 9,776.27 ₹6,82,041.48 | 8,632.21 ₹6,02,226.13 | 8,284.4 ₹5,77,961.17 | 8,533.7 ₹5,95,353.58 | 8,896 ₹6,20,629.44 | 8,104.52 ₹5,65,411.84 | 8,035.11 ₹5,60,569.45 | 9,000 ₹6,27,885 | 7,448.54 ₹5,19,647.39 Lowest | 8,310 ₹5,79,747.15 | 8,100 ₹5,65,096.5 | 9,000 ₹6,27,885 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 361.8 | cum | 54.86 ₹19,848.35 | 59.16 ₹21,404.09 | 56.88 ₹20,579.18 | 58.59 ₹21,197.86 | 65 ₹23,517 | 55.65 ₹20,134.17 | 55.17 ₹19,960.51 | 98 ₹35,456.4 | 51.14 ₹18,502.45 Lowest | 57.1 ₹20,658.78 | 60 ₹21,708 | 65 ₹23,517 |
| 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) | 173.66 | cum | 9,390.88 ₹16,30,857.78 | 8,291.37 ₹14,39,912.48 | 7,957.83 ₹13,81,988.59 | 8,197.29 ₹14,23,574.17 | 8,544 ₹14,83,785.22 | 7,785.03 ₹13,51,979.45 | 7,718.36 ₹13,40,401.27 | 9,200 ₹15,97,708.8 | 7,154.91 ₹12,42,550.29 Lowest | 7,990 ₹13,87,575.36 | 8,100 ₹14,06,678.4 | 8,900 ₹15,45,609.6 |
| 1.01 | 2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. <br> A. Lead upto 100 m <br> (i) Girth above 300 mm to 600 mm | 13 | each | 605.4 ₹7,870.2 | 653.42 ₹8,494.46 | 627.77 ₹8,161.01 | 646.66 ₹8,406.58 | 680 ₹8,840 | 614.13 ₹7,983.69 | 608.87 ₹7,915.31 | 600 ₹7,800 | 564.43 ₹7,337.59 Lowest | 630 ₹8,190 | 1,300 ₹16,900 | 700 ₹9,100 |
| 1.01 | 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 | 75.9 | cum | 368.81 ₹27,992.68 | 398.23 ₹30,225.66 | 382.44 ₹29,027.2 | 393.94 ₹29,900.05 | 410 ₹31,119 | 374.13 ₹28,396.47 | 370.93 ₹28,153.59 | 450 ₹34,155 | 343.85 ₹26,098.22 Lowest | 385 ₹29,221.5 | 520 ₹39,468 | 430 ₹32,637 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
18 Aug 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayth
Road
2026_LSGD_864179_1
6b(1)/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
1 Sept 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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. | 1 | sqm | - | - |
| 1.004 | 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 | 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) | - | cum | - | - |
| 1.006 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 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) | 0.6 | cum | - | - |
| 1.008 | 2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. <br> A. Lead upto 100 m <br> (i) Girth above 300 mm to 600 mm | - | each | - | - |
| 1.009 | 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 | - | - |
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