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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹53.0 L+₹92,357.85 (1.77%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 3 | L3₹63.5 L+₹11.4 L (22.0%)Rejected-Finance | L3 | Rejected-Finance L3 bidder |
| Sl No | Description | Qty | Unit | K Chandran L2 | SANIL KUMAR THANKAPPAN L3 | RADHAKRISHNAN S L1 |
|---|---|---|---|---|---|---|
| 1.00APP A Initial Rectification Works | ||||||
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 75 | cum | 3,500 ₹2,62,500 | 4,254 ₹3,19,050 | 3,360 ₹2,52,000 Lowest |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 500 | sqm | 97 ₹48,500 | 110 ₹55,000 | 63 ₹31,500 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 36 | cum | 2,500 ₹90,000 | 1,982 ₹71,352 Lowest | 2,355 ₹84,780 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 56.7 | cum | 2,500 ₹1,41,750 | 3,083 ₹1,74,806.1 | 2,450 ₹1,38,915 Lowest |
| 1.00 | 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 18.9 | cum | 2,750 ₹51,975 | 3,185 ₹60,196.5 | 2,700 ₹51,030 Lowest |
| 1.01 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 12 | cum | 5,800 ₹69,600 | 7,340 ₹88,080 | 5,150 ₹61,800 Lowest |
| 1.01 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 24 | cum | 3,600 ₹86,400 | 4,205 ₹1,00,920 | 2,700 ₹64,800 Lowest |
| 1.01 | 55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means. | 2,100 | sqm | 350 ₹7,35,000 | 386 ₹8,10,600 | 270 ₹5,67,000 Lowest |
| 2.00App B Premonsoon Works | ||||||
Tender Value
₹56.3 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 2:00 pmClosed
The Executive Engineer
Roads Division P M G
GENERAL RM 2026 27 RC 2 One year Running Contract for Various PWD Roads Under City Roads Section 2 in TVM District for 10 road stretches for a length of 13.60 km
2026_PWD_869353_1
PWD/RB/TR/647/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
9 Oct 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
19 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APP A Initial Rectification Works | |||||
| 1.001 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 75 | cum | - | - |
| 1.002 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 500 | sqm | - | - |
| 1.003 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 36 | cum | - | - |
| 1.004 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 56.7 | cum | - | - |
| 1.005 | 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 18.9 | cum | - | - |
| 1.006 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 12 | cum | - | - |
| 1.007 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 24 | cum | - | - |
| 1.008 | 55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means. | 2,100 | sqm | - | - |
| 2App B Premonsoon Works | |||||
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