Construction of control room with development work, parking, store shed, fencing work, water supply system and water harvesting system at 132 KV GSS Chandpura, Sikar

B-44/1.8 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

B-54/3.1.6 Providing and laying in position cement concrete 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-69/6.1.6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: :Cement Mortar 1:6 ( 1-Cement : 6-Sand).

B-65 /5.1.2 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks with Cement mortar 1 : 6 (1 cement : 6 coarse sand)

B-65 /5.2.2 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)

B-56/3.7.1 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .: 50 mm thick

B-66/5.7.3 Half brick masonry with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation & plinth Cement mortar 1 : 6 (1 cement : 6 coarse sand).

B-66/5.9 Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry .

B-66/5.8.3 Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 .Cement mortar 1 : 6 (1 cement : 6 coarse sand)

B-99 /9.6.2 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge :Profile C