Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 LAccepted-AOC | ₹25.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.0 LRejected-AOC | ₹26.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | biju punnoose L2 | VINEETH RAJAN L1 |
|---|---|---|---|---|---|
| 1.00Improvements of Roadway | |||||
| 1.00 | 2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means | 0.07 | Hectare | 1,64,640 ₹11,854.08 | 1,59,330.08 ₹11,471.77 |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 12.6 | cum | 72 ₹907.20 | 91.04 ₹1,147.10 |
| 1.00 | OD328537/2025-2026: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 | 277.5 | sqm | 4.6 ₹1,276.50 | 4.85 ₹1,345.88 |
| 1.00 | OD328540/2025-2026: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. | 54 | cum | 804 ₹43,416 | 779.17 ₹42,075.18 |
| 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 | 72 | cum | 3,342 ₹2.4 L | 3,235.24 ₹2.3 L |
| 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. | 200.1 | cum | 6,815 ₹13.6 L | 6,594 ₹13.2 L |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 4.5 | cum | 7,893 ₹35,518.50 | 7,640.02 ₹34,380.09 |
| 1.01 | 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 | 3.15 | cum | 8,575 ₹27,011.25 | 8,299.79 ₹26,144.34 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.55 | MT | 93,634 ₹51,592.33 | 90,613.8 ₹49,928.20 |
Tender Value
₹28.0 L
EMD Value
₹50,000
Closing Date
26 Feb 2026, 1:30 pmClosed
The Executive Engineer PWD Roads Divisio
Office of The Executive Engineer PWD Roads Division Alappuzha
GENERAL-Budget Work 2025-2026- Improvements of Village Roads- Road behind IHRD Engineering College, Chengannur Ward 20 in Chengannur Municipality --
2026_PWD_838718_1
PWD/RB/TR/12265/2025_5_2_1/1
Open Tender
Civil Works - Roads
Alappuzha
Please refer Tender documents.
9 documents required · 9 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
Improvements of Roadway
2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
OD328537/2025-2026: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
OD328540/2025-2026: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.
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.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
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)
OD329562/2025-2026: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
OD328539/2025-2026: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)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
Prelemenaryagreement.pdf
Additional Documents • 0.24 MB
viewsbd.pdf
Tender Documents • 1.64 MB
Epayment.pdf
Other Document • 0.07 MB
Integrity.pdf
Other Document • 0.52 MB
Tenderform.pdf
Other Document • 0.41 MB
affidavit.pdf
Additional Documents • 0.32 MB
BOQ_1413006.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid