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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.5 L+₹15,401.99 (2.43%)Admitted-Fee/PreQual/Technical/Finance THEKKEKARA MAKKAPPALLIL PUTHENCHANTHA P O | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.5 L+₹15,704.34 (2.47%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.8 L+₹48,166.99 (7.59%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.0 L+₹62,223.40 (9.80%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJAN VARGHESE L6 | JOSEPH JOSE L7 | Midhun Mathew L9 | Shaji Andrews L2 | NIDHIN MATHEW L8 | Aji Joseph L5 | ST. MARYS CONSTRUCTIONS L1 | Ratheesh p s L10 | RIJU I B L3 | Tijo Abraham Varghese L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | |||||||||||||
| 1.00 | OD38749/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15cm deep and disposal of rubbish, lead upto 1.5m and filling the sides the carriage way.All kinds of soil | 534 | sqm | 29 ₹15,486 | 10 ₹5,340 Lowest | 30.85 ₹16,473.9 | 28 ₹14,952 | 15 ₹8,010 | 29.31 ₹15,651.54 | 26 ₹13,884 | 31.87 ₹17,018.58 | 27.35 ₹14,604.9 | 35 ₹18,690 |
| 1.00 | OD50170/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.8 | cum | 900 ₹9,720 | 750 ₹8,100 | 820.57 ₹8,862.16 | 727 ₹7,851.6 | 700 ₹7,560 Lowest | 779.73 ₹8,421.08 | 710 ₹7,668 | 839.8 ₹9,069.84 | 727.71 ₹7,859.27 | 947 ₹10,227.6 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 80.1 | cum | 8,100 ₹6,48,810 | 8,550 ₹6,84,855 | 8,282.21 ₹6,63,405.02 | 7,343 ₹5,88,174.3 | 8,350 ₹6,68,835 | 7,870 ₹6,30,387 | 7,172 ₹5,74,477.2 Lowest | 8,476.35 ₹6,78,955.64 | 7,344.96 ₹5,88,331.3 | 7,603.18 ₹6,09,014.72 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.75 | cum | 8,300 ₹31,125 | 7,200 ₹27,000 | 7,955.71 ₹29,833.91 | 7,053.5 ₹26,450.63 | 8,800 ₹33,000 | 7,559.76 ₹28,349.1 | 6,890 ₹25,837.5 Lowest | 8,142.13 ₹30,532.99 | 7,055.4 ₹26,457.75 | 7,395.31 ₹27,732.41 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 26.64 | cum | 400 ₹10,656 | 125 ₹3,330 Lowest | 570.49 ₹15,197.85 | 488 ₹13,000.32 | 550 ₹14,652 | 542.1 ₹14,441.54 | 494 ₹13,160.16 | 573.43 ₹15,276.18 | 505.93 ₹13,477.98 | 658 ₹17,529.12 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
24 Jul 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 52/27-Puthuppally Division Puthuppally GP Kaippanattupadi Vattamalappadi Road General Civil Work
2026_LSGD_860809_5
1/2026-27/AEE/LID and EW
Open Tender
Civil Works - Roads
Item Rate
240 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
25 Jul 2026
17 Jul 2026
25 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | OD38749/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15cm deep and disposal of rubbish, lead upto 1.5m and filling the sides the carriage way.All kinds of soil | - | sqm | - | - |
| 1.002 | OD50170/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
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