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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-Finance | ₹9.7 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹10.2 L+₹47,483.28 (4.88%)Accepted-Finance | ₹10.2 L+₹47,483.28 (4.88%) | L2 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | P P Musthafa L1 | MOHAMMED SANJEED A P L2 |
|---|---|---|---|---|---|
| 1.00Rectfication Work | |||||
| 1.01 | hire charges for JCB. | 20 | hour | 1,155.91 ₹23,118.2 Lowest | 1,155.91 ₹23,118.2 Lowest |
| 1.02 | Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 47.14 | cum | 2,350.23 ₹1,10,789.84 Lowest | 2,350.23 ₹1,10,789.84 Lowest |
| 1.03 | 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. | 47.14 | cum | 6,040.64 ₹2,84,755.77 Lowest | 6,040.64 ₹2,84,755.77 Lowest |
| 1.04 | 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. | 1,773.75 | sqm | 18.78 ₹33,311.03 Lowest | 20 ₹35,475 |
| 1.05 | 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. | 1,773.75 | sqm | 274.45 ₹4,86,805.69 Lowest | 300 ₹5,32,125 |
| 1.06 | 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. | 10.16 | cum | 3,429.94 ₹34,858.48 Lowest | 3,429.94 ₹34,858.48 Lowest |
Tender Value
₹11.5 L
EMD Value
₹28,730
Closing Date
17 Sept 2026, 4:00 pmClosed
Executive Engineer, KSTP Division Kuttippuam
Executive Engineer, KSTP Division Kuttippuam.
Perumbilavu Nilambur road is a major SH in Malappuram District which connects NH544, NH 966 and NH66 in Malappuram District and is having a very high traffic volume. The condition of the road is not smoothly trafficable with potholes in the road.
2026_PWD_868406_1
KSTP/RKI/PER-NIL/5027/26
Open Tender
Civil Works - Roads
Item Rate
Perinthalmanna
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹28,730
19 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectfication Work | |||||
| 1.01 | hire charges for JCB. | 20 | hour | - | - |
| 1.02 | Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 47.14 | cum | - | - |
| 1.03 | 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. | 47.14 | cum | - | - |
| 1.04 | 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. | 1,773.75 | sqm | - | - |
| 1.05 | 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. | 1,773.75 | sqm | - | - |
| 1.06 | 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. | 10.16 | cum | - | - |
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