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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹78.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹80.5 L+₹2.2 L (2.87%)Admitted-Fee/PreQual/Technical/Finance LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹80.5 L+₹2.2 L (2.87%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P.M KABEER L1 | Shajimon Joseph L2 |
|---|---|---|---|---|---|
| 1.00Part A Reactive Maintenance | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 45.51 | cum | 2,558.72 ₹1,16,447.35 Lowest | 2,812.29 ₹1,27,987.32 |
| 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. | 45.51 | cum | 5,633.43 ₹2,56,377.4 Lowest | 6,191.7 ₹2,81,784.27 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 12.82 | cum | 2,646.11 ₹33,920.48 Lowest | 2,908.34 ₹37,282.01 |
| 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. | 12.82 | cum | 12,692.08 ₹1,62,699.77 Lowest | 13,949.87 ₹1,78,823.38 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 80 | sqm | 6.16 ₹492.8 Lowest | 6.77 ₹541.6 |
| 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. | 8 | cum | 3,582.31 ₹28,658.48 Lowest | 4,017.67 ₹32,141.36 |
| 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. | 80 | sqm | 73.09 ₹5,847.2 | 73.04 ₹5,843.2 Lowest |
| 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. | 11,320 | sqm | 13.9 ₹1,57,348 | 13.89 ₹1,57,234.8 Lowest |
| 1.01 | OD319729/2025-2026:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) 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 three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2.... | 11,320 | 1 sqm | 321.34 ₹36,37,568.8 | 321.08 ₹36,34,625.6 Lowest |
Tender Value
₹73.3 L
EMD Value
₹50,000
Closing Date
1 Aug 2026, 1:00 pmClosed
Executive Engineer
Executive Engineer, O/O Executive Engineer PWD RM Division Kottayam
GENERAL-RM 2026-27 Cluster-1 Zone -1- One year Running contract for various PWD roads under road section Pambady in Kottayam district 4 road stretches for a total length of 28.70 km General Civil Work
2026_PWD_862383_1
PWD/RM/25/3115/2026-27
Open Tender
Civil Works - Roads
Item Rate
365 days
Pambady
Please refer Tender documents.
14 documents required · 14 mandatory
₹2,760
Yes
₹50,000
Yes
3 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part A Reactive Maintenance | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | 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. | - | cum | - | - |
| 1.005 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - |
| 1.006 | 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. | - | cum | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 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. | - | sqm | - | - |
| 1.009 | OD319729/2025-2026:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) 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 three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2.... | - | 1 sqm | - | - |
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