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| 1 | 14.2 1300 Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. (A) Driven at least 900 mm below ground and 1200 mm above ground on average FOR PALASIDING:- |
| 2 | 3.4 301.5 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 and300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. |
| 3 | 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 )FOR PALASIDING,FOR DRAIN ,FOR CULVERT |
| 4 | 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) |
| 5 | 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. |
| 6 | 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. |
| 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). I P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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. |
| 11 | M-1.23 1500 60 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required 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. complete as per specifications & approval/ direction of Engineer-in-Charge. (a) 60 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. Please Enable Macros to View BoQ information |
