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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.3 LAccepted-Finance | ₹10.3 L | 1 | Accepted-Finance 1 |
| 2 | 2₹11.0 LRejected-Finance | ₹11.0 L | 2 | Rejected-Finance 2 |
| 3 | 3₹11.5 LRejected-Finance | ₹11.5 L | 3 | Rejected-Finance 3 |
| Sl No | Description | Qty | Unit | CHANDRAN P K L2 | SANTHOSHKUMAR K K L1 | Prakasan T D L3 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 79.38 | cum | 54.66 ₹4,338.91 | 50 ₹3,969 | 57.39 ₹4,555.62 |
| 1.00 | OD450442/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
( Ref Item DAR 60.7.2) | 79.38 | cum | 3,091.09 ₹2.5 L | 2,850 ₹2.3 L | 3,245.64 ₹2.6 L |
| 1.00 | OD451677/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) Modified Item DAR 7.1.1 | 83.16 | cum | 8,026.21 ₹6.7 L | 7,700 ₹6.4 L | 8,427.52 ₹7.0 L |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 79.38 | cum | 55.74 ₹4,424.64 | 50 ₹3,969 | 58.53 ₹4,646.11 |
| 1.00 | OD450815/2025-2026: 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 | 41.58 | cum | 947.54 ₹39,398.71 | 900 ₹37,422 | 994.92 ₹41,368.77 |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 41.58 | cum | 2,440.6 ₹1.0 L | 2,100 ₹87,318 | 2,608.27 ₹1.1 L |
| 1.01 | OD483914/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete (Modified item 60.6 DAR) | 44 | metre | 117.8 ₹5,183.20 | 100 ₹4,400 | 123.69 ₹5,442.36 |
| 1.01 | OD483952/2025-2026:Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (Modified Mord 9.7) - 450mm dia | 9 | metre | 2,803.56 ₹25,232.04 | 2,200 ₹19,800 | 2,943.74 ₹26,493.66 |
| 1.01 | OD450441/2025-2026:Supplying and fixing 18 mm thick Granite Name Board of any colour including lettering,labour for fixing, carriage etc complete | 0.6 | sqm | 6,693.48 ₹4,016.09 | 5,000 ₹3,000 | 7,028.15 ₹4,216.89 |
Tender Value
₹11.0 L
EMD Value
₹27,468
Closing Date
17 Mar 2026, 11:00 amClosed
Assistant Exe Engineer
O/o The Assistant Exe Engineer, LID EW Subdivision
Project No 127/2025-26-Construction of Thaneerkayal road- 1st Phase- Mullassery GP- Mullassery BP-
2026_LSGD_839091_4
7/2025-26
Open Tender
Civil Works - Roads
365 days
Mullassery BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹27,468
Yes
11 Jun 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD450442/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. ( Ref Item DAR 60.7.2)
OD451677/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) Modified Item DAR 7.1.1
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD450815/2025-2026: 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
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD483914/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete (Modified item 60.6 DAR)
OD483952/2025-2026:Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (Modified Mord 9.7) - 450mm dia
OD450441/2025-2026:Supplying and fixing 18 mm thick Granite Name Board of any colour including lettering,labour for fixing, carriage etc complete
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