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| 1 | Karekattparambu road and Allied Works |
| 2 | 3.5.1Excavation in Cutting in Soil by manual means with lead upto 50 m <br>Excavation for roadway in soil using manual means for carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as per TechnicalSpecification Clause 302.3 |
| 3 | 3.2Preparation of Foundation for Embankment Scarifying Existing Bituminous Surfaceto a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous roadsurface to a depth of 150 mm and disposal of scarified material with a lift upto 3 mand lead upto 1000 m as per Technical Specification Clause 301.4. |
| 4 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in PlaceMethod Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material |
| 5 | 75.8.1Providing 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) |
| 6 | OD385860/2025-2026Providing and fixing Granite of any colour and shade for Name board, of requiredsize laid overbase of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.complete at all,levels, including lettering & fixing |
| 7 | Bharath Nagar Drainage |
| 8 | 3.5.2Excavation in Soil with Dozer with lead upto 100 m <br> Excavation forroadway in soil by mechanical means including cutting and pushing the earth to siteof embankment upto a distance of 100 m, including trimming bottom and side slopesin accordance with requirements of lines, grades and cross-sections |
| 9 | 11.4.1.1Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 <br>I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 10 | 11.4.3.1Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 &1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) |
| 11 | 13.1.1.1Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M20 <br> (i) For nominal mix 1:2:4 |
| 12 | 12.6Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010& 1202 |
| 13 | OD397408/2025-2026Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 14 | Muthukulan road and drianage |
| 15 | 3.2Preparation of Foundation for Embankment Scarifying Existing Bituminous Surfaceto a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous roadsurface to a depth of 150 mm and disposal of scarified material with a lift upto 3 mand lead upto 1000 m as per Technical Specification Clause 301.4 |
| 16 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in PlaceMethod Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material |
| 17 | 75.8.1Providing 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) |
| 18 | 3.5.2Excavation in Soil with Dozer with lead upto 100 m <br> Excavation forroadway in soil by mechanical means including cutting and pushing the earth to siteof embankment upto a distance of 100 m, including trimming bottom and side slopesin accordance with requirements of lines, grades and cross-sections. |
| 19 | 11.4.1.1Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 <br>I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 20 | 12.5.2.1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br>For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix(1:2:4) |
| 21 | 13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M20 <br> (i) For nominal mix 1:2:4 |
| 22 | 12.6Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010& 1202 |
| 23 | OD394855/2025-2026Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 24 | Puthupalli street road & drainage |
| 25 | 3.5.2Excavation in Soil with Dozer with lead upto 100 m <br> Excavation forroadway in soil by mechanical means including cutting and pushing the earth to siteof embankment upto a distance of 100 m, including trimming bottom and side slopesin accordance with requirements of lines, grades and cross-sections. |
| 26 | 3.2Preparation of Foundation for Embankment Scarifying Existing Bituminous Surfaceto a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous roadsurface to a depth of 150 mm and disposal of scarified material with a lift upto 3 mand lead upto 1000 m as per Technical Specification Clause 301.4. |
| 27 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in PlaceMethod Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material |
| 28 | 75.8.1Providing 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) |
| 29 | OD394880/2025-2026man mazdoor |
| 30 | 12.5.2.1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br>For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix(1:2:4) |
| 31 | 13.1.2Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 |
| 32 | 12.6Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010& 1202 |
| 33 | OD385630/2025-2026Providing and fixing Granite of any colour and shade for Name board, of requiredsize laid overbase of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.complete at all,levels, including lettering & fixing |
| 34 | sundaran colony drainage |
| 35 | 3.5.1Excavation in Cutting in Soil by manual means with lead upto 50 m <br>Excavation for roadway in soil using manual means for carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as per TechnicalSpecification Clause 302.3 |
| 36 | 4.1.A.1Granular 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 |
| 37 | 75.8.1Providing 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) |
| 38 | 2.5.2.ADismantling of Structures<br> 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 theserviceable material with all lifts and lead of 1000 m as per Technical SpecificationClause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete |
| 39 | 3.5.2Excavation in Soil with Dozer with lead upto 100 m <br> Excavation forroadway in soil by mechanical means including cutting and pushing the earth to siteof embankment upto a distance of 100 m, including trimming bottom and side slopesin accordance with requirements of lines, grades and cross-sections |
| 40 | 11.4.1.1Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 <br>I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 41 | 12.5.2.1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br>For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix(1:2:4) |
| 42 | 13.1.1.1Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 |
| 43 | 12.6Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010& 1202 |
| 44 | OD394928/2025-2026Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 45 | Vijay Nagar drainage |
| 46 | OD397411/2025-2026man mazdoor |
| 47 | 3.5.2Excavation in Soil with Dozer with lead upto 100 m <br> Excavation forroadway in soil by mechanical means including cutting and pushing the earth to siteof embankment upto a distance of 100 m, including trimming bottom and side slopesin accordance with requirements of lines, grades and cross-sections. |
| 48 | 11.4.1.1Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 <br>I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 49 | 12.5.2.1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br>For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix(1:2:4) |
| 50 | 13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M20 <br> (i) For nominal mix 1:2:4 |
| 51 | 12.6Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010& 1202 |
| 52 | OD397416/2025-2026Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 53 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 54 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 55 | 3.Rate should be Exclusive of GST. |
| 56 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 57 | 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. |
| 58 | 6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) 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. |
| 59 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference Please Enable Macros to View BoQ information |
