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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH | 1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical BUILDING NO 3 224 E KADUNGALLOOR P O ALUVA 683105 | ERNAKULAM | KERALA | 683105 | - | Rejected-Technical LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical LOWEST | |
| 4 | Rejected-Technical COMPLETION WORK AND ELECTRIFICATION OF TAKE A BRAKE COMFORT STATION ELECTRIFICATION GENERAL ELECTRICAL WORK | - | Rejected-Technical LOWEST |
| Sl No | Description | Qty | Unit | RAFEEKH KP L3 | A K SADANANDAN L1 | muhammad ck L2 | Nithinsankar.C.P L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 51.8 | cum | 14.71 ₹761.9 | 14 ₹725.13 Lowest | 15 ₹776.93 | 70 ₹3,625.65 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 34.53 | cum | 3,055.73 ₹1,05,514.36 | 2,900 ₹1,00,137 Lowest | 2,967 ₹1,02,450.51 | 3,100 ₹1,07,043 |
| 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) | 51.8 | cum | 8,746.84 ₹4,53,042.58 | 8,500 ₹4,40,257.5 | 8,479 ₹4,39,169.81 Lowest | 8,900 ₹4,60,975.5 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 13.81 | cum | 596.49 ₹8,238.72 | 520 ₹7,182.24 Lowest | 578 ₹7,983.34 | 600 ₹8,287.2 |
| 1.00 | OD414895/2025-2026: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 | 9.21 | cum | 918.74 ₹8,459.76 | 980 ₹9,023.84 | 900 ₹8,287.2 Lowest | 1,000 ₹9,208 |
| 1.01 | OD409137/2025-2026:Supplying and fixing name board of Granite stone any colour and shade of size upto 0.5 m2 on prepared base of cement mortar 1:4 with Engraving English and or Malayalam letter of specified size on hard stone including all cost conveyance labour charge etc complete | 1 | each | 3,738.05 ₹3,738.05 | 4,000 ₹4,000 | 4,675 ₹4,675 | 3,600 ₹3,600 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,820
Closing Date
17 Jun 2026, 2:00 pmClosed
BDO KUNNUMMAL
Block Development Office, Kunnummal . PO vattoli, 673507
MPLADS 2025-26 Construction Muttunada Edalatt Thazhe Kayakkody Road, Kayakkody GP W-10
2026_CRD_851267_14
4159909-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
KUNNUMMAL BLOCK
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,310
Yes
₹14,820
Yes
24 Sept 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | 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) | - | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders 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 | - | - |
| 1.005 | OD414895/2025-2026: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 | - | - |
| 1.006 | OD409137/2025-2026:Supplying and fixing name board of Granite stone any colour and shade of size upto 0.5 m2 on prepared base of cement mortar 1:4 with Engraving English and or Malayalam letter of specified size on hard stone including all cost conveyance labour charge etc complete | - | each | - | - |
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