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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹61.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹62.1 L+₹46,699.02 (0.76%)Admitted-Fee/PreQual/Technical/Finance PLACHERI MANNIL VELLIYARA P O AYROOR NORTH PATHANAMTHITTA DIST | IDUKKI | KERALA | 685533 | ₹62.1 L+₹46,699.02 (0.76%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹65.9 L+₹4.3 L (6.92%)Admitted-Fee/PreQual/Technical/Finance KERALA | IDUKKI | KERALA | 685533 | ₹65.9 L+₹4.3 L (6.92%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹73.0 L+₹11.3 L (18.4%)Admitted-Fee/PreQual/Technical/Finance | ₹73.0 L+₹11.3 L (18.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANISHZACHARIAH L4 | T.T.THOMASKUTTY L1 | AZEEZ M .M L3 | HARILAL. P.J L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A -Pro-Active Maintenance | |||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 62 | cum | 2,750 ₹1,70,500 | 2,220 ₹1,37,640 Lowest | 2,430.78 ₹1,50,708.36 | 2,241.95 ₹1,39,000.9 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 6 | cum | 2,750 ₹16,500 | 2,300 ₹13,800 Lowest | 2,513.8 ₹15,082.8 | 2,318.52 ₹13,911.12 |
| 1.00 | 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. | 60 | cum | 6,353 ₹3,81,180 | 5,520 ₹3,31,200 Lowest | 5,591.08 ₹3,35,464.8 | 5,566.94 ₹3,34,016.4 |
| 1.00 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 6 | cum | 14,263 ₹85,578 | 12,400 ₹74,400 Lowest | 12,551.56 ₹75,309.36 | 12,497.36 ₹74,984.16 |
| 1.00 | 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. | 2 | cum | 4,000 ₹8,000 | 3,150 ₹6,300 Lowest | 3,357.17 ₹6,714.34 | 3,197.34 ₹6,394.68 |
| 1.01 | 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. | 420 | sqm | 85 ₹35,700 Lowest | 85 ₹35,700 Lowest | 92.24 ₹38,740.8 | 85.07 ₹35,729.4 |
| 1.01 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 27 | cum | 3,750 ₹1,01,250 | 3,130 ₹84,510 Lowest | 3,271.2 ₹88,322.4 | 3,147.94 ₹84,994.38 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 12,660 | sqm | 18 ₹2,27,880 | 16.5 ₹2,08,890 Lowest | 17.9 ₹2,26,614 | 16.51 ₹2,09,016.6 |
| 1.01 | 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. | 72 | cum | 3,750 ₹2,70,000 | 3,200 ₹2,30,400 Lowest | 3,326.43 ₹2,39,502.96 | 3,201.13 ₹2,30,481.36 |
Tender Value
₹70.9 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 3:00 pmClosed
Executive Engineer
O/o The Executive Engineer,PWD Roads Maintenance Division ,Alappuzha(Cherthala Rest house compound)
GENERAL-Routine Maintenance 2026-27 - RC 1- Cluster 1 One year running contract for various PWD roads under roads section Vennikkulam -Zone 2- in Pathanamthitta district- 3 Road Stretches for a total length of 12 km-Work-General Civil Work
2026_PWD_869174_1
PWD/RM/TR/8739/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Vennikulam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
22 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A -Pro-Active Maintenance | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 62 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 6 | cum | - | - |
| 1.003 | 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. | 60 | cum | - | - |
| 1.004 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 6 | cum | - | - |
| 1.005 | 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. | 2 | cum | - | - |
| 1.006 | 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. | 420 | sqm | - | - |
| 1.007 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 27 | cum | - | - |
| 1.008 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 12,660 | sqm | - | - |
| 1.009 | 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. | 72 | cum | - | - |
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