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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.3 L+₹73,055.50 (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹7.3 L+₹73,055.50 (11.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.0 L+₹1.4 L (21.7%)Admitted-Fee/PreQual/Technical/Finance | ₹8.0 L+₹1.4 L (21.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRAMOD K M L1 | ABDUL SALEEM M L2 | Akash unnikrishnan L3 |
|---|---|---|---|---|---|---|
| 1.00estimate | ||||||
| 1.00 | OD68676/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil(MODIFIED DAR 2.8.1) | 18.34 | cum | 230 ₹4,218.2 Lowest | 300 ₹5,502 | 833 ₹15,277.22 |
| 1.00 | OD68700/2026-2027:Dry Rubble Masonry- Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of departmental officers at site | 61.66 | cum | 3,000 ₹1,84,983 Lowest | 3,200 ₹1,97,315.2 | 3,475 ₹2,14,271.98 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 51.03 | cum | 400 ₹20,414 | 100 ₹5,103.5 Lowest | 650 ₹33,172.75 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 45 | cum | 50 ₹2,250 | 10 ₹450 Lowest | 60 ₹2,700 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 30 | cum | 2,000 ₹60,000 Lowest | 2,500 ₹75,000 | 2,915 ₹87,450 |
| 1.01 | 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) | 54 | cum | 7,100 ₹3,83,400 Lowest | 8,200 ₹4,42,800 | 8,200 ₹4,42,800 |
| 1.01 | OD68698/2026-2027:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | 1 | each | 2,000 ₹2,000 Lowest | 4,150 ₹4,150 | 4,500 ₹4,500 |
Tender Value
₹8.5 L
EMD Value
₹21,169
Closing Date
6 Aug 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICER KODUVALLY
MP-LADS-25-26 Hon MP Shri. MP R a g h a v a n - Construction of Poolakkottuthazham Poolakkottumeethal SC Nagar Road in Ward-2, Madavoor GP- Koduvally BP-General Civil Work
2026_CRD_863229_2
4119097-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,169
Yes
7 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
6 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1estimate | |||||
| 1.001 | OD68676/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil(MODIFIED DAR 2.8.1) | 1 | cum | - | - |
| 1.002 | OD68700/2026-2027:Dry Rubble Masonry- Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of departmental officers at site | - | cum | - | - |
| 1.003 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 1.004 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.005 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD68698/2026-2027:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | - | each | - | - |
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