|
| 1 | ARABIC COLLAGE ROAD |
| 2 | 3.2 Preparation of Foundation for Embankment <br> Scarifying ExistingBituminous Surface to a Depth of 150 mm by Mechanical Means <br>Scarifying the existing bituminous road surface to a depth of 150 mm and disposal ofscarified material with a lift upto 3 m and lead upto 1000 m as per TechnicalSpecification Clause 301.4. |
| 3 | 4.9 Wet Mix Macadam <br> Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specification including premixing the materialwith water at OMC in mechanical mixer (Pug Mill), carriage of mixed material bytipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>By Mechanical Means with 1 km lead |
| 4 | OD286844/2025-2026 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 andcompacting with power roller to get a compact surface |
| 5 | 75.5.1.1pb Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing andapplying primer coat with bitumen emulsion (SS-1) on prepared surface of granularbase including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | 75.5.2.3pb Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned withHydraulic broom as per Technical Specification Clause 503. |
| 7 | 75.5.2.2pb Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith 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. |
| 8 | OD286854/2025-2026 Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, laying and rolling of close-graded premix surfacing material of 30 mmthickness 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 serveas 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 requiredlevel and grades as per Technical Specification Clause 509 ( OD Created based on5.11.1.A.2a)By Manual Means :- Type A(II) Bitumen (S-65) |
| 9 | 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 |
| 10 | 5TH MILE PUTHANTHODI ROAD |
| 11 | 3.2 Preparation of Foundation for Embankment <br> Scarifying ExistingBituminous Surface to a Depth of 150 mm by Mechanical Means <br>Scarifying the existing bituminous road surface to a depth of 150 mm and disposal ofscarified material with a lift upto 3 m and lead upto 1000 m as per TechnicalSpecification Clause 301.4. |
| 12 | 4.9 Wet Mix Macadam <br> Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specification including premixing the materialwith water at OMC in mechanical mixer (Pug Mill), carriage of mixed material bytipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>By Mechanical Means with 1 km lead |
| 13 | 75.5.1.1pb Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing andapplying primer coat with bitumen emulsion (SS-1) on prepared surface of granularbase including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 14 | 75.5.2.2pb Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith 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. |
| 15 | 75.5.2.3pb Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned withHydraulic broom as per Technical Specification Clause 503. |
| 16 | OD287330/2025-2026 Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, laying and rolling of close-graded premix surfacing material of 30 mmthickness 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 serveas 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 requiredlevel and grades as per Technical Specification Clause 509 ( OD Created based on5.11.1.A.2a)By Manual Means :- Type A(II) Bitumen (S-65) |
| 17 | OD287331/2025-2026 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 andcompacting with power rollerto get a compact surface |
| 18 | OD287364/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 19 | KAMBAKUNDUKAD THEKKUMPURAM ROAD |
| 20 | OD287370/2025-2026 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 mand 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) |
| 21 | 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 |
| 22 | 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) asrequiredincluding compaction, finishing and tamping etc .complete. Max. size ofcourseaggregate not exceeding 25mm , mixed in concrete mixer etc complete asperspecification(i) Nominal mix (1:2:4) |
| 23 | OD287371/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00 |
| 24 | ODANUR CHALADI PUTHUSSERI PARAMBU KANAL ROAD |
| 25 | OD287387/2025-2026 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 mand 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) |
| 26 | 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 |
| 27 | 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) asrequiredincluding compaction, finishing and tamping etc .complete. Max. size ofcourseaggregate not exceeding 25mm , mixed in concrete mixer etc complete asperspecification(i) Nominal mix (1:2:4) |
| 28 | OD287393/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 29 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 30 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 31 | 3.Rate should be Exclusive of GST. |
| 32 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 33 | 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. |
| 34 | GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
