Const of B/wall for newly sanctioned GSS to maintain possession of the 33 KV S/S at Kaithooda (Under AEN Khatoli)

PART A 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/1.8)

Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand. (B/1.27(a))

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/3.1.6)

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/6.1.6)

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Cold twisted deformed bars (IS:1786). (B/4.13.2)

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. (B/4.9)

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix (B/4.1)

Brick work with clay flyash F.P.S. brick (IS 13757-1993) of class designation 75 in superstructure above plinth level upto floor five level in : in Cement mortar 1 : 6 (1 cement : 6 coarse sand). (B/5.15.2)

Add extra for Square or Rectangular Pillars in superstructre flyash Brick work upto three storey : (A) Upto 45 cm length and two corners are free. (B/5.3.2)

Structural steel work in single section fixed with or without connecting plate including cutting, hoisting(height upto 10m), fixing in position and applying a priming coat of approved steel primer all complete. (B/9.1)