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| 1 | VILLAGE JUNCTION THAZHAVAYAL VILLAGE JUNCTION DRAINAGE |
| 2 | 2.5.2.B:Dismantling of Structures 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 the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete |
| 3 | 2.5.1.A:Dismantling of Structures 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 the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete |
| 4 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth |
| 5 | OD521905/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawingsand technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 6 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 7 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 |
| 8 | 11.4.2.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>II. P.C.C grade M 15 <br> (ii) Nominal mix 1:2.5:5 (Hand mixing) |
| 9 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 10 | 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) |
| 11 | OD38027/2026-2027:Name board of size 75*60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site. |
| 12 | PALLIMUKKU CANOSA CONVENT ROAD,DIV12 |
| 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 | OD520454/2025-2026:Filling with quarry muckfilling up low lying and water logged areas with local materials and quarry waste spreading inlayers levelling the top at site and consolidation by ramming etc complete for improving CBRvalue of subgrade. |
| 15 | OD520466/2025-2026:Taking out existing CC interlocking paver blocks from footpath/central verge ,including removal of rubbish etc,disposal of unserviceable material to the dumping ground ,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer -in-charge |
| 16 | 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 |
| 17 | OD521964/2025-2026:Laying old cement concrete interlocking paver blocks of any design /shape laid in required line,level,curvature,colour and pattern over and including 50mm thick compacted bed of course sand ,filling the joints with fine sand etcall complete as per the direction of Engineer in charge (old CC paver blocks shall be supplied by the department free of cost) |
| 18 | OD520506/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as perdrawings and technical specification clause 1504 |
| 19 | 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 including compaction, 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) |
| 20 | OD38034/2026-2027:Filling with contractor own earth(excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of site Engineer-in-charge |
| 21 | 2.5.1.A:Dismantling of Structures 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 the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete |
| 22 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 23 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 |
| 24 | OD38036/2026-2027:Name board of size 75*60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site. |
| 25 | GURUMANDIRAM THOTTUMUKKU ROAD |
| 26 | 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. |
| 27 | 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 |
| 28 | OD520664/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as perdrawings and technical specification clause 1504 |
| 29 | 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) |
| 30 | OD38039/2026-2027:Name board of size 75*60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site. |
| 31 | BORMAYIL ROAD KARUNAGAPALLY MUNCIPALITY |
| 32 | 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 |
| 33 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 34 | 2.9.A:Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. (A) Including dismembering |
| 35 | 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. |
| 36 | 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 |
| 37 | OD521824/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as perdrawings and technical specification clause 1504 |
| 38 | 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 including compaction, 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) |
| 39 | OD38042/2026-2027:Name board of size 75*60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site. Please Enable Macros to View BoQ information |
