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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC | ₹27.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹28.3 LRejected-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹28.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUNIL M L1 | BAIJU V L2 |
|---|---|---|---|---|---|
| 1.00Appendix-A Road Way | |||||
| 1.00 | OD61595/2025-2026:Engaging JCB for clearing site | 15 | hour | 1,156.76 ₹17,351.40 | 1,210 ₹18,150 |
| 1.00 | OD59723/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then spreading the ground with scarified materials mixed with water followed rolling so as to achieve desired dry density for sub grade / embankment construction as per department officials in charge. | 608 | sqm | 6.68 ₹4,061.44 | 6.99 ₹4,249.92 |
| 1.00 | OD59722/2025-2026:Construction of embankment with material obtained from Borrow pits:. 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 | 69 | cum | 1,113.3 ₹76,817.70 | 1,164 ₹80,316 |
| 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 | 91.2 | cum | 3,436.55 ₹3.1 L | 3,594 ₹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. | 91.2 | cum | 7,005.63 ₹6.4 L | 7,328 ₹6.7 L |
| 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) | 45.6 | cum | 8,477.15 ₹3.9 L | 8,867 ₹4.0 L |
| 1.01 | OD59796/2025-2026:Providing and fixing of DLP non retro-reflectorised sign with 3 years warranty made of Vinyl stickers over aluminium composit material sheeting 2mm 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. | 1.44 | sqm | 6,639.81 ₹9,561.33 | 6,945 ₹10,000.80 |
| 2.00Appendix-B Drainage | |||||
| 2.00 | 12.1.5.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Marshy Soil Depth upto 3 m (Excluding Shoring) - Mechanical Means | 142.5 | cum | 267.14 ₹38,067.45 | 279.44 ₹39,820.20 |
Tender Value
₹28.3 L
EMD Value
₹50,000
Closing Date
11 Oct 2025, 3:00 pmClosed
Executive Engineer
PWD Roads Division Alappuzha
Re tender - GENERAL-MLA ADS 2020-21- Amblappuzha North GP Construction of Road from HILPS Junction Towards North -Recast-General Civil Work
2025_PWD_804987_1
PWD/RB/TR/10932/2025_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Ambalappuaha
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
5 Jan 2026
4 Oct 2025
13 Oct 2025
4 Oct 2025
11 Oct 2025
4 Oct 2025
Amount
Appendix-A Road Way
OD61595/2025-2026:Engaging JCB for clearing site
OD59723/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then spreading the ground with scarified materials mixed with water followed rolling so as to achieve desired dry density for sub grade / embankment construction as per department officials in charge.
OD59722/2025-2026:Construction of embankment with material obtained from Borrow pits:. 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
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
OD59796/2025-2026:Providing and fixing of DLP non retro-reflectorised sign with 3 years warranty made of Vinyl stickers over aluminium composit material sheeting 2mm 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.
Appendix-B Drainage
12.1.5.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Marshy Soil Depth upto 3 m (Excluding Shoring) - Mechanical 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 <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
BAIJU V (BID ID -2383577)
Bidder Name
SUNIL M
BAIJU V
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