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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹68.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹72.1 L+₹3.4 L (4.97%)Admitted-Fee/PreQual/Technical/Finance VADASSERIKKARA PO VADASSERIKKARA KERALA KL | PATHANAMTHITTA | KERALA | 689662 | ₹72.1 L+₹3.4 L (4.97%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹73.1 L+₹4.5 L (6.49%)Admitted-Fee/PreQual/Technical/Finance | ₹73.1 L+₹4.5 L (6.49%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹74.0 L+₹5.3 L (7.70%)Admitted-Fee/PreQual/Technical/Finance | ₹74.0 L+₹5.3 L (7.70%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹75.0 L+₹6.3 L (9.15%)Admitted-Fee/PreQual/Technical/Finance | ₹75.0 L+₹6.3 L (9.15%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KARIMKUTTIYIL CONSTRUCTIONS AND DEVELOPERS L5 | SALIM.H L4 | mathew p.v L2 | ABU MUHAMMEDALI L3 | NIYASMON P A L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Reactive Maintenance(Initial Rectification work) | ||||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 8.8 | cum | 2,686.66 ₹23,642.61 | 2,430 ₹21,384 | 2,310.52 ₹20,332.58 | 2,348.9 ₹20,670.32 | 2,205.61 ₹19,409.37 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 7.35 | cum | 2,078.42 ₹15,276.39 Lowest | 2,513 ₹18,470.55 | 2,389.44 ₹17,562.38 | 2,429.12 ₹17,854.03 | 2,280.94 ₹16,764.91 |
| 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. | 8 | cum | 6,671.17 ₹53,369.36 | 6,035 ₹48,280 | 5,737.2 ₹45,897.6 | 5,832.51 ₹46,660.08 | 5,476.71 ₹43,813.68 Lowest |
| 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. | 7 | cum | 14,833.67 ₹1,03,835.69 | 13,550 ₹94,850 | 12,879.7 ₹90,157.9 | 13,093.56 ₹91,654.92 | 12,294.83 ₹86,063.81 Lowest |
| 1.00 | 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. | 11,120 | sqm | 18.84 ₹2,09,500.8 | 17.9 ₹1,99,048 | 17.01 ₹1,89,151.2 | 17.29 ₹1,92,264.8 | 16.24 ₹1,80,588.8 Lowest |
| 1.01 | OD226379/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,Type -A By manual
Means.Providing, laying and rolling of close graded premix surfacing material of 20 mm
thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using penetration grade
bitumen using VG 30 to the 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 smooth
wheeled roller 80-100 KN capacity,and finished to required level and grade | 11,120 | sqm | 350 ₹38,92,000 | 332.25 ₹36,94,620 | 317 ₹35,25,040 | 321.06 ₹35,70,187.2 | 301.48 ₹33,52,457.6 Lowest |
| 1.01 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 34 | cum | 40 ₹1,360 Lowest | 44 ₹1,496 | 44.95 ₹1,528.3 | 45.69 ₹1,553.46 | 42.91 ₹1,458.94 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 51.52 | cum | 6,602.58 ₹3,40,191.33 | 6,595 ₹3,39,800.78 | 6,617.23 ₹3,40,946.16 | 6,727.15 ₹3,46,609.68 | 6,316.79 ₹3,25,466.29 Lowest |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 8.5 | cum | 8,246.59 ₹70,096.02 | 7,981 ₹67,838.5 | 8,007.18 ₹68,061.03 | 8,140.19 ₹69,191.62 | 7,643.62 ₹64,970.77 Lowest |
Tender Value
₹79.7 L
EMD Value
₹50,000
Closing Date
11 Sept 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer,Office of The Executive Engineer,PWD Buildings Div.Pta
GENERAL-RM 2026-27 -RC -2 ,-Zone1 -One year Running Contract for various PWD Roads under Roads Section Laha in Pathanamthitta District - 5 road stretches for a length of 29.30 km-work-General Civil Work
2026_PWD_867651_1
PWD/RB/TR/21910/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Laha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reactive Maintenance(Initial Rectification work) | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 8.8 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 7.35 | 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. | 8 | 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. | 7 | cum | - | - |
| 1.005 | 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. | 11,120 | sqm | - | - |
| 1.006 | OD226379/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,Type -A By manual
Means.Providing, laying and rolling of close graded premix surfacing material of 20 mm
thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using penetration grade
bitumen using VG 30 to the 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 smooth
wheeled roller 80-100 KN capacity,and finished to required level and grade | 11,120 | sqm | - | - |
| 1.007 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 34 | cum | - | - |
| 1.008 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 51.52 | cum | - | - |
| 1.009 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 8.5 | cum | - | - |
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