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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.6 LAccepted-AOC | L1 | Accepted-AOC Agreement executed. | |
| 2 | L2₹86.9 L+₹4.3 L (5.19%)Rejected-Finance | L2 | Rejected-Finance L1 AGREEMENT EXECUTED | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SHIJU THOMAS L5 | RAFEEK C.H L4 | NISHAD K.A L1 | ALBERT CHERIAN L2 | JOSEPH MATHEW L3 | RENY SHIJU L6 | Mathew Thomas L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||||||
| 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 | 1,600 | sqm | 6.65 ₹10,640 | 6.35 ₹10,160 | 6 ₹9,600 Lowest | 10 ₹16,000 | 7 ₹11,200 | 6.71 ₹10,736 | 6.75 ₹10,800 |
| 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 | 208 | cum | 53.76 ₹11,182.08 | 51 ₹10,608 | 48.5 ₹10,088 Lowest | 50 ₹10,400 | 55 ₹11,440 | 54.26 ₹11,286.08 | 54.56 ₹11,348.48 |
| 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 | 240 | cum | 3,882.3 ₹9,31,752 | 3,706 ₹8,89,440 | 3,505 ₹8,41,200 | 3,300 ₹7,92,000 Lowest | 3,600 ₹8,64,000 | 3,918.24 ₹9,40,377.6 | 3,939.81 ₹9,45,554.4 |
| 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. | 200 | cum | 3,947.85 ₹7,89,570 | 3,769 ₹7,53,800 | 3,564 ₹7,12,800 | 3,300 ₹6,60,000 Lowest | 3,600 ₹7,20,000 | 3,984.41 ₹7,96,882 | 4,006.34 ₹8,01,268 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 53.42 | cum | 2,763.42 ₹1,47,610.84 | 2,638 ₹1,40,911.41 | 2,495 ₹1,33,272.92 Lowest | 2,500 ₹1,33,540 | 2,800 ₹1,49,564.8 | 2,789 ₹1,48,977.22 | 2,804.36 ₹1,49,797.69 |
| 1.01 | 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. | 53.42 | cum | 6,084.1 ₹3,24,988.29 | 5,809 ₹3,10,293.54 | 5,492 ₹2,93,360.67 Lowest | 5,500 ₹2,93,788 | 6,000 ₹3,20,496 | 6,140.44 ₹3,27,997.74 | 6,174.24 ₹3,29,803.2 |
| 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. | 1,600 | sqm | 71.77 ₹1,14,832 | 68 ₹1,08,800 | 65 ₹1,04,000 Lowest | 90 ₹1,44,000 | 70 ₹1,12,000 | 72.43 ₹1,15,888 | 72.83 ₹1,16,528 |
| 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. | 11,920 | sqm | 13.65 ₹1,62,708 | 13 ₹1,54,960 | 12.3 ₹1,46,616 Lowest | 15 ₹1,78,800 | 14 ₹1,66,880 | 13.78 ₹1,64,257.6 | 13.85 ₹1,65,092 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 1,600 | sqm | 16.53 ₹26,448 | 15.7 ₹25,120 | 15 ₹24,000 Lowest | 15 ₹24,000 Lowest | 16 ₹25,600 | 16.69 ₹26,704 | 16.78 ₹26,848 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
5 Aug 2026, 12:00 pmClosed
Executive Engineer
Pwd Roads Division Idukki, Painavu
GENERAL-Budget 2025 -2026 (Substitution) Improvements and Providing 20 mm Close Graded Chipping Carpet to 2/2 KS road and 10/2 TA road ch.10/000 to 13/500 (Anakayam - Kanjar road)-under muttom section-
2026_PWD_863337_1
18/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thodupuzha
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
6 Oct 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
5 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 1.008 | 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. | - | sqm | - | - |
| 1.009 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | - | sqm | - | - |
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