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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-AOC | ₹34.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹36.2 LRejected-AOC | ₹36.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹37.4 LRejected-AOC | ₹37.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹40.7 LRejected-AOC | ₹40.7 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | A G RAJMOHAN NAIR L2 | ANISHZACHARIAH L4 | VINEETH RAJAN L1 | biju punnoose L3 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A Improvements of Roadway | |||||||
| 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 | 44.16 | cum | 44.3 ₹1,956.29 | 49.78 ₹2,198.28 | 42.51 ₹1,877.24 | 45 ₹1,987.20 |
| 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 | 98.4 | cum | 3,199.3 ₹3.1 L | 3,594.72 ₹3.5 L | 3,069.89 ₹3.0 L | 3,306 ₹3.3 L |
| 1.00 | 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. | 294 | cum | 6,521.97 ₹19.2 L | 7,328.06 ₹21.5 L | 6,258.16 ₹18.4 L | 6,741 ₹19.8 L |
| 1.00 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 147 | cum | 7,831.21 ₹11.5 L | 8,799.11 ₹12.9 L | 7,514.43 ₹11.0 L | 8,095 ₹11.9 L |
| 1.00 | OD328527/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 294 | cum | 770.52 ₹2.3 L | 865.75 ₹2.5 L | 739.35 ₹2.2 L | 795 ₹2.3 L |
| 1.01 | OD329471/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years
warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/
aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with
suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB
confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation
with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as
per approved drawing and clause 801 including lettering symbols etc | 0.72 | sqm | 6,181.41 ₹4,450.62 | 6,945.41 ₹5,000.70 | 5,931.38 ₹4,270.59 | 6,389 ₹4,600.08 |
| 1.01 | OD328529/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc complete (including granite engraving as per direction of dept. Officers) | 0.54 | sqm | 5,970.17 ₹3,223.89 | 6,708.06 ₹3,622.35 | 5,728.68 ₹3,093.49 | 6,171 ₹3,332.34 |
Tender Value
₹40.7 L
EMD Value
₹50,000
Closing Date
26 Feb 2026, 3:30 pmClosed
Executive Engineer
PWD Roads Division Alappuzha
G E N E R A L - B u d g e t W o r k 2 0 2 5 - 2 0 2 6 - Improvements of Village Roads-Vettikkottu Kshethram Pandarasherippadi Kalluparampu Colony Road Ward 6,9
2026_PWD_838717_1
WD/RB/TR/9089/2025_5_2_1/1
Open Tender
Civil Works - Roads
180 days
Chengannoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
18 Apr 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
26 Feb 2026
21 Feb 2026
Appendix A Improvements of Roadway
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
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
OD328527/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
OD329471/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc
OD328529/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc complete (including granite engraving as per direction of dept. Officers)
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