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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAccepted-AOC N A | NA | NA | 121004 | L1 | Accepted-AOC L1 | |
| 2 | L2₹46.5 L+₹3.2 L (7.41%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹51.2 L+₹7.9 L (18.2%)Rejected-Finance KOLLAM | KOLLAM | KERALA | 689694 | L3 | Rejected-Finance L3 |
Tender Value
₹46.5 L
EMD Value
₹50,000
Closing Date
11 Aug 2025, 3:00 pmClosed
The Executive Engineer
The Executive Engineer PWD Roads Division Kollam
LACADSMLAADS202425 Improvements to Anyadi Kanjiramkadavu road second reach Pachalil Mannuvila Kakkat road concreting and construction of retaining wall in ValiyakattumpuramKizhakkeattathil road in Sooranad North GP
2025_PWD_781514_1
27/EE/ET/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
6 Oct 2025
1 Aug 2025
13 Aug 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
Amount
Appendix A- Anyadi-Kanjiramkadavu road second reach ,Pachalil Mannuvila-Kakkat road
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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.
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.
OD33626/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity grade bitumen(VG-30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.
10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
OD49453/2025-2026:Engaging hydraulic excavator of 1 cum bucket for various works as directed by the officer
OD49452/2025-2026:Engaging tipper for conveying waste and debris from places as directed by the departmental officers in charge
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)
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
OD49444/2025-2026:Providing and fixing of1.22m x 0.61m size DLP board with suitable back supporting frame of MS angle 25x25x5 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45cmx45cmx45cm,45cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer including lettering symbols by using vinyl sticker etc, complete
Appendix B- Valiyakattumpuram-Kizhakkeattathil road
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)
OD49270/2025-2026:Engaging tipper for conveying waste and debris from places as directed by the departmental officers in charge
OD49271/2025-2026:Dry rubble masonry work for foundation and super structure for retaining walls .
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD49315/2025-2026:Providing and fixing of1.22m x 0.61m size DLP board with suitable back supporting frame of MS angle 25x25x5 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45cmx45cmx45cm,45cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer including lettering symbols by using vinyl sticker etc, complete
BINOOJ BASHEER (BID ID -2282809)
Ashokkumar.k (BID ID -2282893)
Bidder Name
BINOOJ BASHEER
Ashokkumar.k
Anoop D
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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