Construction of 33 kv s/s building and boundary wall at Jaluwala

Earth work in exacavation in foundation trenches or drains including dresing of sides and ramming of bottoms, lift up to 1.5 Mtr.. Including taking out the excavated soil and depositing and refilling or jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soil (B-1/1.8)

Providing and laying in position cement cocrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B-3/3.1.6)

Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 CM thick wall in : cement Mortar 1:6: (1 Cement : 6 Sand). ( B-6/6.1.6)

Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) Extra over item No. 6.1 & 6.2 for: Wal upto 30cm. And less thickness. (B-6/6.2.6+6.3.4) (1976+181=2157)

A extra for facing as per design and detailed specification incl additionl cost of stone Carse rubble facing 2nd sort.(B-6/6.4.2)

Add extra for piller masonery (B-6/6.3.1)

Providing and laying in position specified grade of reinforced cement concrete including curing, compactino, finishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level: 1:1.5:3 (1cement :1.5coarse sand :3graded stone aggregate 20mm nominal size) ( B-4/4.1)

-do- Add extra for respective grade of RCC work CC 1:1.5:3 M-20 grade mix in lintels, chajjas, shelves, vertical, horizontal individually or forming box, louvres, bands, roof, suspended floor & fabrics and fins etc. up to floor three level (B-4/4.3)

Add extra for respective grade of RCC work CC 1:1.5:3 M-20 grade mix for suspended floors, roofs griders, blocks, sill and beams etc, upto floor three level (B-4/4.3)

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc, up to plinth level. (B-44/4.9)