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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.2 LAccepted-AOC | ₹74.2 L | L1 | Accepted-AOC ACCEPTED |
| Sl No | Description | Qty | Unit | D.JOHN L1 |
|---|---|---|---|---|
| 1.00Resurfacing of Carriage Way | ||||
| 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. | 30 | cum | 4,002 ₹1,20,060 Lowest |
| 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. | 300 | sqm | 73 ₹21,900 Lowest |
| 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. | 6,000 | sqm | 14 ₹84,000 Lowest |
| 1.00 | OD276248/2025-2026: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 the
required level and grade. | 240 | cum | 12,118 ₹29,08,320 Lowest |
| 2.00Retaining Wall and Culverts | ||||
| 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 | 200 | cum | 55 ₹11,000 Lowest |
| 2.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 78 | cum | 69 ₹5,382 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. | 200 | cum | 8,024 ₹16,04,800 Lowest |
| 2.00 | OD276249/2025-2026: Dry Stone Masonry work for foundation and Superstructure etc. complete as per drawing and technical specifications. | 232 | cum | 4,674 ₹10,84,368 Lowest |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 3:15 pmClosed
The Executive Engineer
The Executive Engineer PWD Roads Division Kollam
GENERAL-Budget 2024-25 (Substitution W o r k ) I m p r o v e m e n t s t o P a t h a l a - Chavaniplavila Bhagom Road-By providing 40mm Chipping Carpet-General Civil Work
2026_PWD_858179_2
16/EE/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
27 Jul 2026
6 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Resurfacing of Carriage Way | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD276248/2025-2026: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 the
required level and grade. | - | cum | - | - |
| 2Retaining Wall and Culverts | |||||
| 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 | - | cum | - | - |
| 2.002 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 2.003 | 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 | - | - |
| 2.004 | OD276249/2025-2026: Dry Stone Masonry work for foundation and Superstructure etc. complete as per drawing and technical specifications. | - | cum | - | - |
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