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| 1 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per P.W.D. S.O.R. 251 |
| 2 | Earth work in embankment Bc soil in cutting or filling by cartage of earth from 5.00km by tractor tralley including ramming dressing, Compecting and watering complete |
| 3 | Stone dust filling in foundation in trenches as per tech. specification clause no.305.3.9 and MORD specification no 300&1200& as per data book item no 11.2 (1) |
| 4 | 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. |
| 5 | Concrete with 4 cm gauge Stone ballast , fine sand of 1.25 F M and cement in propotion of 12:6:1 in foundation under floors, including supply of all meterials, labour and T&p etc. required for proper completion of work. As per S.I. No. 273 |
| 6 | Concrete with 4 cm gauge Stone ballast , fine sand of 1.25 F M and cement in propotion of 1:4:8 in foundation under floors, including supply of all meterials, labour and T&p etc. required for proper completion of work. As per S.I. No. 281 |
| 7 | Supply adnd laying of Zig-Zag Rubble Moulded nterlocking concrete Block pavement having thikness 80mm all complete including all material, labour and T&P etc. |
| 8 | 1st class brick M-I50 in 1:4 cement & fine sand FM 1.25 mortar in foundation and plinth I/C cost of materials, labour and T&P required for proper completion of work. |
| 9 | 12 mm thick plaster with cement and fine sand FM 1.25 in 1:4 over brick work minimum thickness not to be less than 10 mm thick including all cost of material, labour allround. |
| 10 | Providing &Laying cement Concrete cc grade M-20 1:2:4 ( 1:2:4 cement ,c sand and stone grit ) cement concrete as per clause 802,803,1202,1203 1:2:4 as per Data Book Item No 11.4(III) |
| 11 | Providing &Laying cement Concrete cc grade M-25 1:1.5:3 in super structure ( 1:1.5:3 cement ,c sand and stone grit ) cement concrete as per clause 800,1205.5 1:1.5:3 as per Data Book Item No 13.1(II) |
| 12 | Supplying ,Fitting and Placing M.S. Bar Reinforcement in Foundation com. Tech. Specification 1000and 1202 Sr.No.11.9 |
| 13 | Supply of sign board./ Graynite Stone with Piller including all material, labour and T&P etc. |
| 14 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. Analysis |
| 15 | Stone dust filling in foundation in trenches as per tech. specification clause no.305.3.9 and MORD specification no 300&1200& as per data book item no 11.2 (1) |
| 16 | Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer. as per P.W.D. S.O.R. 281 |
| 17 | Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S.I. No.-305 |
| 18 | 12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No.584) |
| 19 | Providing and laying reinforced cement concrete pipe 350 mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 20 | Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer. S.I. No-279(a) Please Enable Macros to View BoQ information |
