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| 1 | Construction of Knjirappuzha Dam city Road |
| 2 | OD239651/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1) |
| 3 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 4 | 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) |
| 5 | OD239655/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 6 | Construction of Irumbakachola vettilachola Road |
| 7 | OD239668/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1) |
| 8 | 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 |
| 9 | 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) |
| 10 | OD239670/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 11 | Construction of Keshavapuram canal road |
| 12 | OD240060/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1) |
| 13 | 3.2 Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 14 | 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 |
| 15 | 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) |
| 16 | OD240118/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 17 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 18 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 19 | 3.Rate should be Exclusive of GST. |
| 20 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 21 | 5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 22 | GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
