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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC | ₹25.9 L | L1 | Accepted-AOC L1 |
| 2 | L3₹26.4 L+₹40,711.29 (1.57%)Rejected-AOC | ₹26.4 L+₹40,711.29 (1.57%) | L3 | Rejected-AOC L2 |
| 3 | L3₹26.4 L+₹44,215.58 (1.70%)Rejected-AOC | ₹26.4 L+₹44,215.58 (1.70%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | A G RAJMOHAN NAIR L3 | Anish L1 | MANOJ JOSEPH L2 |
|---|---|---|---|---|---|---|
| 1.00Roadwork | ||||||
| 1.00 | OD256924/2025-2026:Scarifying the existing bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction | 450 | sqm | 5.89 ₹2,650.5 | 5.8 ₹2,610 Lowest | 5.92 ₹2,664 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 25.62 | cum | 2,850 ₹73,019.85 | 2,763.4 ₹70,801.07 Lowest | 2,813 ₹72,071.87 |
| 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. | 21.22 | cum | 6,061 ₹1,28,620.48 | 6,006.1 ₹1,27,455.45 Lowest | 6,117 ₹1,29,808.86 |
| 1.00 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 4.4 | cum | 3,372 ₹14,836.8 | 3,318.7 ₹14,602.28 Lowest | 3,380.19 ₹14,872.84 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 4.5 | cum | 4,500 ₹20,250 | 3,882.2 ₹17,469.9 Lowest | 3,954.19 ₹17,793.86 |
| 1.01 | 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. | 49.5 | cum | 3,955 ₹1,95,772.5 | 3,948.1 ₹1,95,430.95 Lowest | 4,020.96 ₹1,99,037.52 |
| 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. | 480 | sqm | 70.8 ₹33,984 | 68.9 ₹33,072 Lowest | 70.18 ₹33,686.4 |
| 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. | 3,104 | sqm | 13.5 ₹41,904 | 13.3 ₹41,283.2 Lowest | 13.6 ₹42,214.4 |
| 1.01 | OD44165/2025-2026:Mix Seal Surfacing -Providing, laying and rolling of close-graded premix surfacing
material of
20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm
(Type-B)
aggregates using penetration grade bitumen to required line, grade and level to serve
as wearing
course on a previously prepared base, including mixing in a suitable plant, laying and
rolling
with a three wheel 8-10 kN static roller and finishing to required level and grades as
per
Technical Specification Clause 509 of MORD | 3,104 | sqm | 316.3 ₹9,81,795.2 | 309.2 ₹9,59,756.8 Lowest | 314.99 ₹9,77,728.96 |
Tender Value
₹24.0 L
EMD Value
₹50,000
Closing Date
20 Jul 2026, 5:00 pmClosed
Executive Engineer
Office of The Executive Engineer PWD Roads Division Alappuzha
Re Tender GENERAL-Budget Work 2025 2026 Improvements and reconstruction of Village Roads Poikamukku Kallorathinal road Ward 7 in Venmoney Grama panchayath-General Civil Work
2026_PWD_838650_3
PWD/RB/TR/9140/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Alappuzha
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
24 Aug 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
20 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Roadwork | |||||
| 1.001 | OD256924/2025-2026:Scarifying the existing bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction | - | sqm | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | - | cum | - | - |
| 1.005 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | OD44165/2025-2026:Mix Seal Surfacing -Providing, laying and rolling of close-graded premix surfacing
material of
20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm
(Type-B)
aggregates using penetration grade bitumen to required line, grade and level to serve
as wearing
course on a previously prepared base, including mixing in a suitable plant, laying and
rolling
with a three wheel 8-10 kN static roller and finishing to required level and grades as
per
Technical Specification Clause 509 of MORD | - | sqm | - | - |
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