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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC | ₹27.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹28.0 L+₹10,871 (0.39%)Rejected-AOC | ₹28.0 L+₹10,871 (0.39%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | J M INFRATECH PRIVATE LIMITED L1 | abdul javad m L2 |
|---|---|---|---|---|---|
| 1.00Improvements to roadway | |||||
| 1.00 | OD40316/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm 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 | 1,111.5 | sqm | 5.38 ₹5,979.87 Lowest | 5.39 ₹5,990.99 |
| 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 | 193.35 | cum | 3,587.89 ₹6,93,718.53 Lowest | 3,594.72 ₹6,95,039.11 |
| 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. | 240.97 | cum | 3,648.47 ₹8,79,190.06 Lowest | 3,655.42 ₹8,80,864.83 |
| 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. | 1,606.5 | sqm | 63.03 ₹1,01,257.7 Lowest | 63.15 ₹1,01,450.48 |
| 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. | 1,606.5 | sqm | 12.26 ₹19,695.69 Lowest | 12.28 ₹19,727.82 |
| 1.01 | OD40315/2025-2026:Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm Type A 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 (Usage of bitumen is 22.00kg/10m2) By Manual Means | 1,606.5 | sqm | 287.99 ₹4,62,655.94 Lowest | 292 ₹4,69,098 |
| 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. | 60.45 | cum | 7,314.14 ₹4,42,139.76 Lowest | 7,328.06 ₹4,42,981.23 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 20.75 | cum | 8,850.46 ₹1,83,647.05 Lowest | 8,867.31 ₹1,83,996.68 |
| 1.01 | OD81746/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc, complete | 0.45 | sqm | 6,695.31 ₹3,012.89 Lowest | 6,708.06 ₹3,018.63 |
Tender Value
₹28.0 L
EMD Value
₹50,000
Closing Date
5 Sept 2025, 3:00 pmClosed
Executive Engineer
PWD Roads Division Alappuzha
LAC-ADS-MLA ADS 2025-26 Kayamkulam Municipality Ward 17-Improvements to Kochayyathu kuttiyil kshethram kollaseril kottadiyil road ward 17-General Civil Work
2025_PWD_792208_1
PWD/RB/TR/9403/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Kayamkulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
18 Oct 2025
28 Aug 2025
8 Sept 2025
28 Aug 2025
5 Sept 2025
28 Aug 2025
Amount
Improvements to roadway
OD40316/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm 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
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
4.12: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.
OD40315/2025-2026:Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm Type A 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 (Usage of bitumen is 22.00kg/10m2) By Manual Means
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
OD81746/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc, complete
abdul javad m (BID ID -2324612)
Bidder Name
abdul javad m
J M INFRATECH PRIVATE LIMITED
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