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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-Finance | ₹11.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.3 LRejected-Finance | ₹12.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹12.5 LRejected-Finance | ₹12.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹13.0 LRejected-Finance | ₹13.0 L | L4 | Rejected-Finance L4 |
| 5 | L5₹13.0 LRejected-Finance | ₹13.0 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | shamsu nk L3 | DINISH P S L2 | JINU GEORGE L4 | AFKAR T ABDUL RAHIMAN L1 | Geethu Das L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Cutting Restoration | ||||||||
| 1.00 | 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 | 237.12 | cum | 46.74 ₹11,082.99 | 44.3 ₹10,504.42 | 50 ₹11,856 | 43.21 ₹10,245.96 | 48 ₹11,381.76 |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 355.68 | cum | 64.18 ₹22,827.54 | 60.83 ₹21,636.01 | 200 ₹71,136 | 59.33 ₹21,102.49 | 66 ₹23,474.88 |
| 1.00 | 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 | 118.56 | cum | 3,487.11 ₹4.1 L | 3,305.14 ₹3.9 L | 3,275 ₹3.9 L | 3,223.44 ₹3.8 L | 3,500 ₹4.1 L |
| 1.00 | 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. | 118.56 | cum | 3,432.44 ₹4.1 L | 3,253.32 ₹3.9 L | 3,275 ₹3.9 L | 3,172.9 ₹3.8 L | 3,546 ₹4.2 L |
| 1.00 | 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. | 790.4 | sqm | 59.91 ₹47,352.86 | 63.8 ₹50,427.52 | 65 ₹51,376 | 55.38 ₹43,772.35 | 62 ₹49,004.80 |
| 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. | 790.4 | sqm | 11.62 ₹9,184.45 | 12.37 ₹9,777.25 | 12 ₹9,484.80 | 10.73 ₹8,480.99 | 12 ₹9,484.80 |
| 1.01 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 39.52 | cum | 8,405.24 ₹3.3 L | 8,951.27 ₹3.5 L | 9,300 ₹3.7 L | 7,769.7 ₹3.1 L | 9,200 ₹3.6 L |
| 1.01 | OD237309/2025-2026:Man mazdoor engaged for clearing the site, and for various activities etc complete | 10 | Day | 1,058.59 ₹10,585.90 | 1,025.9 ₹10,259 | 900 ₹9,000 | 978.55 ₹9,785.50 | 1,094 ₹10,940 |
Tender Value
₹13.4 L
EMD Value
₹33,376
Closing Date
26 Feb 2026, 2:00 pmClosed
Executive Engineer, PWD Roads division
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O
GENERAL KWA Restoration Work Devankulangara Kacheripady Road between Ch. 0-000 to Ch. 0-608 for the ROW No. 1099953-110061-General Civil Work
2026_PWD_838532_1
PWD/RB/TR/22440/2025_5_1_1/1 The
Open Tender
Civil Works - Roads
180 days
Kakkanadu
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹33,376
26 May 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
Road Cutting Restoration
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
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
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
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.
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.
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.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
OD237309/2025-2026:Man mazdoor engaged for clearing the site, and for various activities etc complete
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