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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.0 LRejected-AOC | ₹3.0 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | WILSON R L1 | SHYJU N L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 11.88 | cum | 2,384.88 ₹28,332.37 | 2,385.12 ₹28,335.23 |
| 1.00 | 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 3.96 | cum | 2,466.9 ₹9,768.92 | 2,467.15 ₹9,769.91 |
| 1.00 | 55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means. | 440 | sqm | 234.83 ₹1.0 L | 234.85 ₹1.0 L |
| 2.00sub base courses | |||||
| 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 | 43.5 | cum | 48.56 ₹2,112.36 | 48.56 ₹2,112.36 |
| 2.00 | 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 | 22.5 | cum | 3,153.42 ₹70,951.95 | 3,153.74 ₹70,959.15 |
| 2.00 | 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. | 22.5 | cum | 3,241.05 ₹72,923.63 | 3,241.37 ₹72,930.83 |
| 2.00 | 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. | 150 | sqm | 61.51 ₹9,226.50 | 61.52 ₹9,228 |
Tender Value
₹3.0 L
EMD Value
₹7,417
Closing Date
21 Jun 2023, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Roads Sub Division, Neyyattinkara
DEPOSIT-Urgent restoration work in Vellayani Lake road.-Urgent restoration work in Vellayani Lake road.-General Civil Work
2023_PWD_582019_1
PWD/RB/TR/20085/2022_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Neyyattinkara
Please refer Tender documents.
9 documents required · 9 mandatory
₹655
Yes
₹7,417
Yes
19 Mar 2026
15 Jun 2023
23 Jun 2023
15 Jun 2023
21 Jun 2023
15 Jun 2023
Amount
Road work
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.
sub base courses
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
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.
SHYJU N
Bidder Name
WILSON R
SHYJU N
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