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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L1 | Accepted-AOC L1 | |
| 2 | L2₹23.3 L+₹42,744.75 (1.87%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K K ISMAIL L1 | Irfan T I L2 |
|---|---|---|---|---|---|
| 1.00Road Works | |||||
| 1.00 | 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 | 515.64 | cum | 41.1 ₹21,192.8 Lowest | 41.9 ₹21,605.32 |
| 1.00 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 167 | cum | 2,163.9 ₹3,61,360.48 Lowest | 2,206 ₹3,68,390.97 |
| 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 | 174.32 | cum | 2,669.32 ₹4,65,323.87 Lowest | 2,721 ₹4,74,332.88 |
| 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. | 174.32 | cum | 2,743.49 ₹4,78,253.41 Lowest | 2,796 ₹4,87,407.11 |
| 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. | 1,171.15 | sqm | 53.69 ₹62,879.04 Lowest | 54.7 ₹64,061.91 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 1,171.15 | sqm | 11.7 ₹13,702.46 Lowest | 11.9 ₹13,936.69 |
| 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. | 2,968.85 | sqm | 9.65 ₹28,649.4 Lowest | 9.8 ₹29,094.73 |
| 1.01 | OD178604/2024-2025:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, 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. By Manual means. | 4,140 | sqm | 207.31 ₹8,58,263.4 Lowest | 211 ₹8,73,540 |
Tender Value
₹27.1 L
EMD Value
₹50,000
Closing Date
23 Apr 2025, 5:00 pmClosed
Executive Engineer PWD Roads Division Muvattupuzha
O/o Executive Engineer PWD Roads Division Muvattupuzha
The estimate includes items of excavation of earth backfilling with granular material GSB WMM applying primer coat and tack coat CGPC
2025_PWD_760185_1
PWD/RB/TR/20667/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Marady
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
21 Aug 2025
15 Apr 2025
26 Apr 2025
15 Apr 2025
23 Apr 2025
15 Apr 2025
Amount
Road Works
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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
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.
OD178604/2024-2025:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, 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. By Manual means.
Irfan T I (BID ID -2200979)
Bidder Name
K K ISMAIL
Irfan T I
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