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| 1 | 14.7 Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc.complete as per direction of the Engineer- in-charge:- 14.7.3 In cement mortar. FOR DRAIN AT ROAD NUMBER 2 |
| 2 | 3.13 300 Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required andutilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300. i. Ordinary soilA. By manual means ( upto 3 m depth ) |
| 3 | 11.2 300 & 1200 Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. II Earth filling (For marshy soil) |
| 4 | 9.9 1100 & 300 Backfilling in Foundation Trenches as per drawing and MoRD technical specification Clause 1108. (i) Sand Filling Rate as per item No.11.2.I of Chapter 11 FOR RETAINING WALL |
| 5 | 11.6 1000 & 1200 Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. FOR ROAD SIDE BEAM FOR RETAINING WALL |
| 6 | 11.4. 800, 900 & Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). I P.C.C grade M 10(i) Nominal mix 1:3:6 FOR RETAINING WALL & ROAD FRONT |
| 7 | 11.4. 800, 900 & Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). IV. R.C.C grade M 20 |
| 8 | 12.1 600, 1200 Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing &MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. II In 1:4 cement mortar FOR DRAIN |
| 9 | 12.16 600, 1200 Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses613.4 & 1204.FOR DRAIN |
| 10 | M-1.24 1500 80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour& pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and patternFOR PAVER BLOCK ROAD Please Enable Macros to View BoQ information |
