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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.4 LAccepted-AOC | ₹44.4 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹46.6 L+₹2.2 L (4.95%)Rejected-Finance KANDATHAL HOUSE ADIMALY | IDUKKI | KERALA | 685501 | ₹46.6 L+₹2.2 L (4.95%) | L2 | Rejected-Finance second lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical third lowest bidder |
| Sl No | Description | Qty | Unit | BOND ENGINEERING PRIVATE LIMITED L1 | Manesh Jacob L3 | Biju K.P. L2 |
|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.23 | Hectare | 61,630.52 ₹14,051.76 Lowest | 65,927.59 ₹15,031.49 | 64,750.31 ₹14,763.07 |
| 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 | 168 | cum | 52.12 ₹8,756.16 Lowest | 55.75 ₹9,366 | 54.76 ₹9,199.68 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 34.17 | cum | 2,678.98 ₹91,532.71 Lowest | 2,865.77 ₹97,914.76 | 2,814.59 ₹96,166.1 |
| 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. | 34.17 | cum | 5,822.61 ₹1,98,941.12 Lowest | 6,228.58 ₹2,12,811.89 | 6,117.35 ₹2,09,011.5 |
| 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 | 84 | cum | 3,763.67 ₹3,16,148.28 Lowest | 4,026.09 ₹3,38,191.56 | 3,954.19 ₹3,32,151.96 |
| 1.01 | 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. | 84 | cum | 3,827.22 ₹3,21,486.48 Lowest | 4,094.07 ₹3,43,901.88 | 4,020.96 ₹3,37,760.64 |
| 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. | 840 | sqm | 66.8 ₹56,112 Lowest | 71.46 ₹60,026.4 | 70.18 ₹58,951.2 |
| 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. | 3,990 | sqm | 12.95 ₹51,670.5 Lowest | 13.85 ₹55,261.5 | 13.61 ₹54,303.9 |
| 1.01 | OD282049/2025-2026:Close graded Premix surfacing /mixed seal surfacing .Providing ,laying and rolling of close graded premix surfacing material of 40 mm thickness composed of 25 mm to 10 mm and 11.2 to 9 mm aggregate using bitumen VG-30 to the required line grade and level to serve as wearing coarse on a previously prepared base including mixing suitable plant .Laying and rolling a smooth wheeled roller 80-100 KN capacity and finished to required level and grade. | 3,990 | per sqm | 580.44 ₹23,15,955.6 Lowest | 620.91 ₹24,77,430.9 | 609.82 ₹24,33,181.8 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
17 Jun 2026, 10:00 amClosed
Executive Engineer
PWD ROADS DIVISION IDUKKI
Budget 2025-26 ( Substitution)-Construction of RW at ch.0/200(RHS) and Providing 40mm MSS to Kanjikkuzhi Kannadikavala Churulipathal road b/w ch.0/000 to 1/150
2026_PWD_855234_1
06/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
IDUKKI
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
6 Aug 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | - | Hectare | - | - |
| 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 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | OD282049/2025-2026:Close graded Premix surfacing /mixed seal surfacing .Providing ,laying and rolling of close graded premix surfacing material of 40 mm thickness composed of 25 mm to 10 mm and 11.2 to 9 mm aggregate using bitumen VG-30 to the required line grade and level to serve as wearing coarse on a previously prepared base including mixing suitable plant .Laying and rolling a smooth wheeled roller 80-100 KN capacity and finished to required level and grade. | - | per sqm | - | - |
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