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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹23.0 L+₹2.5 L (12.0%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUNIL M L2 | KN Construction L1 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | OD126647/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and re rolling | 1,260 | sqm | 5.2 ₹6,552 | 4.8 ₹6,048 Lowest |
| 1.00 | 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) | 7.68 | cum | 61.8 ₹474.62 | 60.5 ₹464.64 Lowest |
| 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 | 28.8 | cum | 3,519.2 ₹1,01,352.96 | 3,453.83 ₹99,470.3 Lowest |
| 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. | 161.28 | cum | 3,578.6 ₹5,77,156.61 | 3,512.45 ₹5,66,487.94 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. | 1,260 | sqm | 95 ₹1,19,700 | 60 ₹75,600 Lowest |
| 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. | 1,260 | sqm | 18.4 ₹23,184 | 11.53 ₹14,527.8 Lowest |
| 1.01 | OD126645/2026-2027:Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of
40 mm thickness composed of 11.2 mm to 0.9 mm 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 plant, laying and rolling with a three wheel 80-100
KN static roller and finishing to required level and grade as per technical specifications clause
509 of MORD - (Type A) by Manual means | 1,260 | cum | 659.7 ₹8,31,222 | 525.66 ₹6,62,331.6 Lowest |
| 1.01 | 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. | 43.24 | cum | 7,174 ₹3,10,189.41 | 7,042.2 ₹3,04,490.64 Lowest |
| 1.01 | OD126646/2026-2027:Dry Rubble Flooring for foundation (with department rubble obtained at site) including cost conveyance, line and level etc. complete as per the approved drawings and direction of departmental officers in charge. | 2.64 | cum | 2,448.4 ₹6,463.78 | 2,402.5 ₹6,342.6 Lowest |
Tender Value
₹23.5 L
EMD Value
₹50,000
Closing Date
8 Sept 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Roads Division Alappuzha
LAC-ADS-LAC ADS of KayamkulamLACProviding 40mm MSS to Mavoli Junction to Sastham Koickal Junction road from 0/000 to 0/420 in Chettikulangara Grama Panchayath- Work-General Civil Work
2026_PWD_866896_1
PWD/RB/TR/826/2026_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Alappuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
29 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | OD126647/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and re rolling | - | sqm | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD126645/2026-2027:Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of
40 mm thickness composed of 11.2 mm to 0.9 mm 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 plant, laying and rolling with a three wheel 80-100
KN static roller and finishing to required level and grade as per technical specifications clause
509 of MORD - (Type A) by Manual means | - | cum | - | - |
| 1.008 | 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. | 1 | cum | - | - |
| 1.009 | OD126646/2026-2027:Dry Rubble Flooring for foundation (with department rubble obtained at site) including cost conveyance, line and level etc. complete as per the approved drawings and direction of departmental officers in charge. | - | cum | - | - |
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