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| 1 | Earth work in excavation in foundation trenches manholes, road side chambers etc. including dressing of side and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground/ Road top level. In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 2 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jambs, skirting steps etc. rough dressed: Upto 15 cm. thick White Ashlar |
| 5 | Fine dressing of ashlar stone work (payable on Executive Engineer\"s test checking): (A) White Ashlar one line |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4(1 Cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size). |
| 7 | Coursed stone paviong set in CM 1:6 laid over a bed of 20mm thick cement sand mortar 1:6 with cement pointing 1:3 125 to 150mm thick |
| 8 | Extra for facing as per design and detailed specifications including additional cost of stones over item No.6.1 & 6.2for Ashlar Rough Tooled facing etc |
| 9 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 32.22.1 Flush/ Ruled pointing |
| 10 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 11 | Transportation of surplus soil including loading and unloading lead 3 km excluding intialy 50 meter |
| 12 | Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.9.10.2 80mm thick |
| 14 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto two stories. |
| 15 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate |
