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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.8 LAccepted-AOC | ₹91.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹93.0 L+₹1.2 L (1.33%)Rejected-AOC | ₹93.0 L+₹1.2 L (1.33%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.0 Cr+₹9.6 L (10.5%)Rejected-AOC | ₹1.0 Cr+₹9.6 L (10.5%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | - | - | Rejected-Technical 9171376.54 |
| Sl No | Description | Qty | Unit | Muhammed L1 | PM Bakker L3 | NIKHIL T REJI L4 | SIBIRAJ JOSEPH L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A - Carriage way works | |||||||
| 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 | 4,167.3 | sqm | 6.68 ₹27,837.56 | 6.78 ₹28,254.29 | 6.52 ₹27,170.8 Lowest | 6.7 ₹27,920.91 |
| 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. | 867.59 | cum | 3,966.13 ₹34,40,970.76 | 4,020.96 ₹34,88,540.67 | 3,874 ₹33,61,039.79 Lowest | 3,970 ₹34,44,328.33 |
| 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. | 5,280.98 | sqm | 69.22 ₹3,65,549.09 Lowest | 70.18 ₹3,70,618.83 | 95.7 ₹5,05,389.31 | 70 ₹3,69,668.25 |
| 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. | 5,280.98 | sqm | 13.42 ₹70,870.68 | 13.61 ₹71,874.07 | 18.55 ₹97,962.09 | 13.4 ₹70,765.07 Lowest |
| 1.00 | OD285909/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 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
required level and grade. | 211.24 | cum | 11,694.61 ₹24,70,357.72 Lowest | 11,856.28 ₹25,04,508.73 | 16,167 ₹34,15,100.91 | 12,000 ₹25,34,868 |
| 2.00Appendix B - Drainage facilities | |||||||
| 2.00 | 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 | 71.85 | cum | 54.01 ₹3,880.62 | 54.76 ₹3,934.51 | 52.76 ₹3,790.81 | 51 ₹3,664.35 Lowest |
| 2.00 | 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. | 215.55 | cum | 7,950.95 ₹17,13,827.27 | 8,060.87 ₹17,37,520.53 | 7,767 ₹16,74,176.85 Lowest | 7,800 ₹16,81,290 |
| 2.00 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 71.85 | cum | 9,547.03 ₹6,85,954.11 | 9,679.02 ₹6,95,437.59 | 9,326 ₹6,70,073.1 | 9,200 ₹6,61,020 Lowest |
Tender Value
₹84.5 L
EMD Value
₹50,000
Closing Date
9 Jun 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer PWD Roads Division Kottayam
arriageway worksScarification of existing bituminous layersWMM for road for a length of 1437m Prime coatTack coat 40mm MSS layer to be laid using pavers
2026_PWD_847177_2
PWD/RB/TR/1380/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
10 Aug 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
9 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Carriage way works | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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. | 0.6 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD285909/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 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
required level and grade. | 0.6 | cum | - | - |
| 2Appendix B - Drainage facilities | |||||
| 2.001 | 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 | 1 | cum | - | - |
| 2.002 | 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. | - | cum | - | - |
| 2.003 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 1 | cum | - | - |
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