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| 1 | Road renovation |
| 2 | 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 |
| 3 | 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 |
| 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 | OD299901/2025-2026 Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface |
| 6 | 75.5.2.2pb Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned withHydraulic broom as per Technical Specification Clause 503. |
| 7 | OD299906/2025-2026 Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65
Providing, laying and rolling of close-graded premix surfacing material of 30 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
By Manual Means :- Type A
(II) Bitumen (S-65) |
| 8 | OD300183/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 9 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 10 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 11 | 3.Rate should be Exclusive of GST. |
| 12 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 13 | 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. |
| 14 | GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
