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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹69.9 L+₹41,388.28 (0.60%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹74.5 L+₹5.0 L (7.23%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Performance certificate as per serial No 4 in special condition for runnung contract not submitted hence rejected |
| Sl No | Description | Qty | Unit | P ALI L1 | P.P.NOUSHAD ALI L2 | MAHSHOOK M. L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A - Reactive Maintenance | ||||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 11.06 | cum | 2,108.46 ₹23,323.78 Lowest | 2,200 ₹24,336.4 | 2,236.06 ₹24,735.3 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 31.98 | cum | 2,038.82 ₹65,201.46 Lowest | 2,100 ₹67,158 | 2,162.21 ₹69,147.48 |
| 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. | 11.06 | cum | 10,387.77 ₹1,14,909.51 | 10,300 ₹1,13,938.6 Lowest | 11,016.45 ₹1,21,863.97 |
| 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. | 31.98 | cum | 4,615.59 ₹1,47,606.57 Lowest | 4,850 ₹1,55,103 | 4,894.92 ₹1,56,539.54 |
| 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 | 275 | sqm | 5.14 ₹1,413.5 | 5 ₹1,375 Lowest | 5.45 ₹1,498.75 |
| 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. | 275 | sqm | 57.59 ₹15,837.25 Lowest | 60 ₹16,500 | 61.07 ₹16,794.25 |
| 1.01 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 55 | cum | 2,975.47 ₹1,63,650.85 | 2,949 ₹1,62,195 Lowest | 3,155.54 ₹1,73,554.7 |
| 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. | 3,550.4 | sqm | 10.92 ₹38,770.37 Lowest | 11.38 ₹40,403.55 | 12.58 ₹44,664.03 |
| 1.01 | OD285593/2025-2026: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 viscosity grade bitumen (VG -
30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade | 3,550.4 | sqm | 238.61 ₹8,47,160.94 Lowest | 270 ₹9,58,608 | 275.06 ₹9,76,573.02 |
Tender Value
₹80.1 L
EMD Value
₹50,000
Closing Date
14 Aug 2026, 3:30 pmClosed
Executive Engineer
Executive Engineer,PWD Roads Division Manjeri
GENERAL-RM-2026-27- RC - 2, , Zone IIOne year Running contract for various PWD Roads under road section Nilambur in Malappuram District- 3 No of Road stretches for a length of 11.750 KM-General Civil Work
2026_PWD_864585_1
D6/PWD/RB/TR/1483/2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Nilambur
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
18 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Reactive Maintenance | |||||
| 1.001 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1 | cum | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.003 | 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. | 1 | cum | - | - |
| 1.004 | 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. | - | 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 | 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 | - | - |
| 1.007 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | - | 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. | - | sqm | - | - |
| 1.009 | OD285593/2025-2026: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 viscosity grade bitumen (VG -
30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade | - | sqm | - | - |
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