| 1 | 1 | Retainingwall 1.00m ht(300Rm ) Vettukallumakkal thodu (Ward 7),Retainingwall 1.00m ht(45Rm ) Valayambillithodu, (Ward 13), | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Earthworkexcavation for sidecutting as per code 2.6.1 | BI01010001010000000000000515BI0100001113 | 172.5 | Cum |
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| 3 | 1.02 | Earthworkexcavation for foundation as per code 2.8.1 | BI01010001010000000000000515BI0100001114 | 155.25 | Cum |
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| 4 | 1.03 | Dry rubble masonry work for foundation and superstructure as per code 60.7.1 | BI01010001010000000000000515BI0100001115 | 362.25 | Cum |
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| 5 | 1.04 | Centring and shuttering for PCC on the top of retainingwall as per code 5.9.5 | BI01010001010000000000000515BI0100001116 | 69 | Sqm |
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| 6 | 1.05 | PCC 1:3:6 on the top of retainingwall as per code 4.1.5 | BI01010001010000000000000515BI0100001117 | 17.25 | Cum |
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| 7 | 2 | Retainingwall 1.5m ht(160Rm ) Vettukallumakkal thodu (Ward 7) , Retainingwall 1.5m ht(330Rm )Valiyakandam thodu(Ward 3) ,Retainingwall 1.5m ht(85Rm ) , Valayambillithodu (Ward 13), | BI01010001010000000000000515BI0100001118 | | |
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| 8 | 2.01 | Earthworkexcavation for sidecutting as per code 2.6.1 | BI01010001010000000000000515BI0100001119 | 474.375 | Cum |
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| 9 | 2.02 | Earthworkexcavation for foundation as per code 2.8.1 | BI01010001010000000000000515BI0100001120 | 287.5 | Cum |
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| 10 | 2.03 | Extra for every additional lift1.5mor part there of in excavation as per code 2.26.1 | BI01010001010000000000000515BI0100001121 | 287.5 | Cum |
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| 11 | 2.04 | Dry rubble masonry work for foundation and superstructure as per code 60.7.1 | BI01010001010000000000000515BI0100001122 | 848.125 | Cum |
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| 12 | 2.05 | Centring and shuttering for PCC on the top of retainingwall as per code 5.9.5 | BI01010001010000000000000515BI0100001123 | 115 | Sqm |
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| 13 | 2.06 | PCC 1:3:6 on the top of retainingwall as per code 4.1.5 | BI01010001010000000000000515BI0100001124 | 28.75 | Cum |
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