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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC KERALA KL | KASARAGOD | KERALA | 670511 | 1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | AJAS K A L1 |
|---|---|---|---|---|
| 1.00Interlock tiling | ||||
| 1.00 | 2.5.1.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B) Cement Concrete | 10 | cum | 900 ₹9,000 Lowest |
| 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. | 24.6 | cum | 400 ₹9,840 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 20 | cum | 300 ₹6,000 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1.4 | cum | 358 ₹501.2 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.4 | cum | 7,700 ₹10,780 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.9 | cum | 7,600 ₹37,240 Lowest |
| 1.01 | OD101887/2024-2025:(MD 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 | 21.52 | cum | 2,950 ₹63,498.75 Lowest |
| 1.01 | OD101264/2024-2025:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic
blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental
specification | 143.5 | sqm | 1,045 ₹1,49,957.5 Lowest |
| 1.01 | 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) | 0.83 | cum | 7,900 ₹6,525.4 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,344
Closing Date
14 Jul 2025, 3:00 pmClosed
ASSISTANT EXCECUTIVE ENGINEER
Assistat excecutive engineer edappally zonal office kochi corporation
EYE2-1990104/24-Tile laying in Old NH bye lane Near Alreem Reasurant in Div 36-Edappally zonal-General Civil Work
2025_LSGD_758837_29
EYE2/7600/22
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAPALLY ZONAL OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹866
₹7,344
11 Jun 2026
8 Jul 2025
15 Jul 2025
8 Jul 2025
14 Jul 2025
8 Jul 2025
Amount
Interlock tiling
2.5.1.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B) Cement Concrete
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits 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
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD101887/2024-2025:(MD 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
OD101264/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification
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)
Bidder Name
AJAS K A
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