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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹42.4 L+₹2.7 L (6.77%)Rejected-AOC | L2 | Rejected-AOC Lowest 2 | |
| 3 | L3₹42.8 L+₹3.1 L (7.84%)Rejected-Finance | L3 | Rejected-Finance Lowest3 | |
| 4 | L4₹45.1 L+₹5.4 L (13.7%)Rejected-Finance | L4 | Rejected-Finance Lowest 4 | |
| 5 | L5₹49.5 L+₹9.8 L (24.7%)Rejected-Finance | L5 | Rejected-Finance Lowest5 |
| Sl No | Description | Qty | Unit | K.M AHAMMED L5 | C M ABDUL RAHIMAN L3 | MUHAMMED SHALUDEEN L1 | ABDUL KHADER V P L2 | MOHAMMED KUNHI K L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A:-Initial Rectification work | ||||||||
| 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 | 98.4 | cum | 50 ₹4,920 | 44.52 ₹4,380.77 | 41.05 ₹4,039.32 Lowest | 48.46 ₹4,768.46 | 49.32 ₹4,853.09 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 92.35 | cum | 2,400 ₹2,21,637.6 | 2,169.75 ₹2,00,374.24 | 2,016.58 ₹1,86,229.15 | 2,259.95 ₹2,08,704.12 | 52.15 ₹4,816 Lowest |
| 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. | 66.17 | cum | 5,300 ₹3,50,722.2 | 4,832.38 ₹3,19,777.91 | 4,490.6 ₹2,97,160.96 Lowest | 4,602.01 ₹3,04,533.41 | 5,353.46 ₹3,54,259.86 |
| 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 | 98.4 | cum | 3,300 ₹3,24,720 | 3,054.58 ₹3,00,570.67 | 2,838.46 ₹2,79,304.46 Lowest | 3,096.88 ₹3,04,732.99 | 3,383.97 ₹3,32,982.65 |
| 1.00 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 26.18 | cum | 2,900 ₹75,907.5 | 2,690.59 ₹70,426.19 | 2,499.99 ₹65,437.24 Lowest | 2,753.03 ₹72,060.56 | 2,895.94 ₹75,801.23 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 17.65 | cum | 2,400 ₹42,350.4 | 2,243.86 ₹39,595.15 | 2,085.28 ₹36,796.85 Lowest | 2,340.44 ₹41,299.4 | 2,485.81 ₹43,864.6 |
| 1.01 | 55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm. | 17.65 | cum | 4,300 ₹75,877.8 | 3,931.68 ₹69,378.43 | 3,653.64 ₹64,472.13 Lowest | 3,726.76 ₹65,762.41 | 4,293.98 ₹75,771.57 |
| 1.01 | 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. | 8,870 | sqm | 13 ₹1,15,310 | 11.02 ₹97,747.4 | 10.24 ₹90,828.8 Lowest | 11.4 ₹1,01,118 | 12.21 ₹1,08,302.7 |
| 1.01 | OD88632/2025-2026:Mixed seal surfacing 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 plant and rolling with static roller 8-10 KN and finished to required level and grade as per technical specification. | 8,870 | sqm | 305 ₹27,05,350 | 251.45 ₹22,30,361.5 | 232.9 ₹20,65,823 Lowest | 242.39 ₹21,49,999.3 | 278.57 ₹24,70,915.9 |
Tender Value
₹47.5 L
EMD Value
₹50,000
Closing Date
22 Sept 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
PWD ROADS DIVISION KASARGOD
GENERAL RM 2025 26 RC 2 Phase 1 ZONE II One year Running Contract for various PWD roads under section Kasaragod in Kasaragod District 3 roads for a length of 23 20 km General Civil Work
2025_PWD_797194_1
D1-TD/26/E tender/2025-26
Open Tender
Civil Works - Roads
Item Rate
360 days
KASARGOD
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
Yes
28 Oct 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
22 Sept 2025
15 Sept 2025
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aoc.pdf
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