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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC lowest bid |
| 2 | L2₹1.8 Cr+₹7.2 L (4.18%)Rejected-AOC KOLLAM | KOLLAM | KERALA | 689694 | ₹1.8 Cr+₹7.2 L (4.18%) | L2 | Rejected-AOC second lowest bid |
| Sl No | Description | Qty | Unit | BINOOJ BASHEER L1 | Ashokkumar.k L2 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 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 | 3,930 | sqm | 6.78 ₹26,645.4 Lowest | 7.06 ₹27,745.8 |
| 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 | 250.7 | cum | 58.39 ₹14,638.37 Lowest | 60.83 ₹15,250.08 |
| 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. | 1,011.98 | cum | 3,958.63 ₹40,06,034.59 Lowest | 4,123.91 ₹41,73,293.82 |
| 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. | 14,155 | sqm | 76.13 ₹10,77,620.15 Lowest | 79.31 ₹11,22,633.05 |
| 1.00 | 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. | 13,845 | sqm | 13.7 ₹1,89,676.5 Lowest | 14.28 ₹1,97,706.6 |
| 1.01 | OD314861/2024-2025: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. | 553.8 | cum | 11,324.98 ₹62,71,773.92 Lowest | 11,797.84 ₹65,33,643.79 |
| 2.00Appendix B irish drain | |||||
| 2.00 | 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 | 258.3 | cum | 55.99 ₹14,462.22 Lowest | 58.33 ₹15,066.64 |
| 2.00 | 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. | 387.45 | cum | 7,878.35 ₹30,52,466.71 Lowest | 8,207.3 ₹31,79,918.39 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
3 Sept 2025, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL FDR 2024 25 Improvements to Poikayilmukk -Bharanikkavu road by providing 40mm MSS from Ch 0 000 3 100 km in KunnathurLAC General Civil Work
2025_PWD_789274_1
PWD/RB/TR/1028/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Refer tender documents
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
14 Nov 2025
21 Aug 2025
8 Sept 2025
21 Aug 2025
3 Sept 2025
21 Aug 2025
Amount
Appendix A
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
4.12: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.
OD314861/2024-2025: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.
Appendix B irish drain
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
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)
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
Appendix C - Culvert & Drain
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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.
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD308648/2024-2025: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
Ashokkumar.k (BID ID -2321683)
Bidder Name
BINOOJ BASHEER
Ashokkumar.k
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