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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 CrAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹12.7 Cr+₹2.2 Cr (20.9%)Rejected-Finance | L2 | Rejected-Finance Second Lowest |
| Sl No | Description | Qty | Unit | SREEDHANYA CONSTRUCTION COMPANY L2 | ANISHZACHARIAH L1 |
|---|---|---|---|---|---|
| 1.00Appx. A - Road Way | |||||
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 333.92 | cum | 500 ₹1,66,960 | 450 ₹1,50,264 Lowest |
| 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 | 2,880 | cum | 100 ₹2,88,000 | 49 ₹1,41,120 Lowest |
| 1.00 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 3,600 | cum | 150 ₹5,40,000 | 90 ₹3,24,000 Lowest |
| 1.00 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 1,984 | cum | 700 ₹13,88,800 | 600 ₹11,90,400 Lowest |
| 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 | 3,702.8 | cum | 5,000 ₹1,85,14,000 | 3,944 ₹1,46,03,843.2 Lowest |
| 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. | 3,465.3 | cum | 5,000 ₹1,73,26,500 | 4,000 ₹1,38,61,200 Lowest |
| 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. | 23,102 | sqm | 70 ₹16,17,140 | 63 ₹14,55,426 Lowest |
| 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. | 46,204 | sqm | 15 ₹6,93,060 | 13 ₹6,00,652 Lowest |
| 1.01 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 1,155.1 | cum | 11,500 ₹1,32,83,650 | 9,927 ₹1,14,66,677.7 Lowest |
Tender Value
₹10.2 Cr
EMD Value
₹5 L
Closing Date
13 Feb 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
REBUILD Improvements and Providing BM and BC to Kunnamthanam Kaviyoor road ch 0.000 to 4.174-Work General Civil Work
2025_PWD_818963_2
PWD/RB/TR/9064/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
270 days
Pathanamthitta
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
6 Jul 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
13 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appx. A - Road Way | |||||
| 1.001 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | - | cum | - | - |
| 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 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - |
| 1.004 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | 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 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 1 | cum | - | - |
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