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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₹8.3 CrAccepted-Finance | L1 | Accepted-Finance Lowest bid | |
| 2 | L2₹8.7 Cr+₹44.5 L (5.39%)Rejected-Finance | L2 | Rejected-Finance Second lowest | |
| 3 | L3₹8.7 Cr+₹48.8 L (5.91%)Rejected-Finance | L3 | Rejected-Finance Third lowest | |
| 4 | L4₹9.3 Cr+₹1.0 Cr (12.7%)Rejected-Finance | L4 | Rejected-Finance Forth Lowest |
| Sl No | Description | Qty | Unit | valayanattu construction L3 | I SAFARUDEEN L1 | SREEDHANYA CONSTRUCTION COMPANY L4 | ALEN JOSE L2 |
|---|---|---|---|---|---|---|---|
| 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 | 241.92 | cum | 683 ₹1,65,231.36 | 526 ₹1,27,249.92 | 500 ₹1,20,960 Lowest | 800 ₹1,93,536 |
| 1.00 | 2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 52.8 | cum | 2,466 ₹1,30,204.8 | 1,700 ₹89,760 Lowest | 2,000 ₹1,05,600 | 2,500 ₹1,32,000 |
| 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. | 607.2 | cum | 119 ₹72,256.8 | 100 ₹60,720 | 200 ₹1,21,440 | 95 ₹57,684 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 | 2,615.7 | cum | 63 ₹1,64,789.1 Lowest | 78 ₹2,04,024.6 | 200 ₹5,23,140 | 100 ₹2,61,570 |
| 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 | 432 | cum | 770 ₹3,32,640 | 650 ₹2,80,800 Lowest | 700 ₹3,02,400 | 700 ₹3,02,400 |
| 1.01 | 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 | 2,392.65 | cum | 4,672 ₹1,11,78,460.8 | 4,500 ₹1,07,66,925 Lowest | 5,200 ₹1,24,41,780 | 5,000 ₹1,19,63,250 |
| 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. | 2,665.2 | cum | 4,751 ₹1,26,62,365.2 | 4,550 ₹1,21,26,660 Lowest | 5,500 ₹1,46,58,600 | 5,000 ₹1,33,26,000 |
| 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. | 17,768 | sqm | 81 ₹14,39,208 | 68 ₹12,08,224 Lowest | 75 ₹13,32,600 | 100 ₹17,76,800 |
| 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. | 35,536 | sqm | 15 ₹5,33,040 Lowest | 18 ₹6,39,648 | 16 ₹5,68,576 | 30 ₹10,66,080 |
Tender Value
₹6.9 Cr
EMD Value
₹2 L
Closing Date
17 Aug 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
REBUILD Improvements and providing BM and BC in Murani Sasthamkoical road Ch 0.000 to 2.520 Thirumalida kshethram Kavanalkadavu palam road and Bishop AC road 0.000 to 0.800 Palathinkal Ettikalpoadi Road Work General Civil Work
2025_PWD_818991_5
PWD/RB/TR/6733/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
270 days
Pathanamthitta
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
9 Nov 2026
31 Jul 2026
20 Aug 2026
31 Jul 2026
17 Aug 2026
31 Jul 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 | 1 | cum | - | - |
| 1.002 | 2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 1 | 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 | 3.6: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 | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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. | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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