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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 LAccepted-AOC | ₹44.3 L | L1 | Accepted-AOC ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHIJU.C.RAJU L2 | Baby Varghese L1 |
|---|---|---|---|---|---|
| 1.00Appendix A Reactive maintenance | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 2 | cum | 2,780 ₹5,560 | 2,766.77 ₹5,533.54 |
| 1.00 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 2 | cum | 13,260 ₹26,520 | 13,168.36 ₹26,336.72 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 2 | cum | 2,690 ₹5,380 | 2,675.4 ₹5,350.80 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 2 | cum | 5,900 ₹11,800 | 5,843.35 ₹11,686.70 |
| 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. | 1,440 | sqm | 13 ₹18,720 | 12.84 ₹18,489.60 |
| 1.01 | 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. | 48 | sqm | 68 ₹3,264 | 66.03 ₹3,169.44 |
| 1.01 | 5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity 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 appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. | 1,440 | sqm | 240 ₹3.5 L | 229.92 ₹3.3 L |
| 1.01 | 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 | 240 | cum | 54 ₹12,960 | 52.05 ₹12,492 |
| 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. | 165 | cum | 7,700 ₹12.7 L | 7,662.22 ₹12.6 L |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
30 Aug 2025, 3:00 pmClosed
The Executive Engineer
The Executive Engineer pwd roads division kollam
GENERAL RM 2025 26 RC 2 Phase 1 ZONE II FOR VARIOUS ROADS IN CHADAYAMANGALAM LAC 08 ROADS 37 233KmGeneral Civil Work
2025_PWD_789559_1
37/EE/ET/2025-26
Open Tender
Civil Works - Roads
360 days
kollam
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jan 2026
22 Aug 2025
2 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
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