Construction of 33 KV S/S Building (U/T) and Boundary wall at Bangar College Pali (IPDS) R/W.

Earth work in exacavation by mechanical means(hydraulic excavator)/ manual means 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-2/1.8)

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. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size(crusher broken). (B-16/3.2.8)

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-40/6.1.7)

Random Rubble stone masonary for Super structure above plinth level one storey height above 30 cm. thick walls in in Cement Sand mortar 1:6 wall up to 30 CM and less thickness (B-40/6.2.7+6.3.2) 3155+275=3430.00

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) (B-40/6.2.7)

Add extra for piller masonery I/C bed plates as per spe. bed plates to be paid extra (B-40/6.3.3)

Providing and laying in position specified grade of reinforced cement concrete including curing, compactino, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level: 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size)(B-20/4.1.2)

Reinfoced cement concrete work in beams, suspended floors, roofs, girders having slopes up to 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases, up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement :3-coarse sand) and making good and joints excluding te cost of centering, shuttering and reinforcement: with 1:1.5:3 (1-cement:1.5coarse sand:3-graded stone aggregate 20mm nominal size)(B-21/4.3.1)

(A) 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-23/4.11)

(B) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of forms for super structure upto 4.5 m height above plinth level, for suspended floor, roof, landings, staircases, balconies, girders, cantilevers, bands, copyings, bed plates, anchor blocks, sills, chajjas, lintels, beams etc. (B-23/4.12.2(A))