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| 1 | Cement Concrete road |
| 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 | OD261592/2025-2026 (51.2.3) Filling with Quarry Muck Filling up low lying and water logged areas withlocal material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade |
| 4 | 11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 5 | 11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) |
| 6 | 12.5.2.2 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed) |
| 7 | 12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 |
| 8 | 13.1.2 Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 |
| 9 | 13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 |
| 10 | 11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 11 | 12.7 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 12 | 13.3Supplying, fitting and placing TMT bar reinforcement in superstructure complete asper drawing and technical specifications Clauses 1002,1010 and 1202 |
| 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 mand lead upto 1000 m as per Technical Specification Clause 301.4. |
| 14 | 3.15.2 Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 forsubgrade construction as per Technical Specification Clause 303.5.2 |
| 15 | 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 inplace 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 |
| 16 | 4.9 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper tosite, 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 the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead |
| 17 | 5.1.1a Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means asper Technical Specification Clause 502 |
| 18 | 5.2.3a Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 19 | 5.11.1.A.2a Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 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) |
| 20 | 3.14 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meetrequirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 21 | OD263620/2025-2026 Providing and fixing Granite of any colour & shade for Name Board of required sizelaid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing. |
| 22 | Kunnumpuram-Poolalli-Palattinkunnu road |
| 23 | 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 |
| 24 | OD263854/2025-2026 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(OD from MORD11.4.1.1 without form work) |
| 25 | 12.5.1.1 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 26 | 11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 27 | 3.4 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 28 | OD263860/2025-2026 Providing and fixing Granite of any colour & shade for Name Board of required sizelaid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing. |
| 29 | Kodakkapuram-Othupalli road |
| 30 | 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 |
| 31 | OD264484/2025-2026 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(OD from MORD11.4.1.1 without form work) |
| 32 | 11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 33 | 12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 |
| 34 | 11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 35 | 75.8.1.1.A Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required includingcompaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 36 | OD264485/2025-2026 Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 37 | 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 inplace 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 |
| 38 | OD264486/2025-2026 (OD FROM 75.8.1)Providing Plain cement concrete for road work CC 1:2:4 (1cement: 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) |
| 39 | OD264483/2025-2026 Providing and fixing Granite of any colour & shade for Name Board of required sizelaid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing. Please Enable Macros to View BoQ information |
