GRAMSABHA TURKDEHA ME PAIN PICH CLS VIDYALAY KE PAS 1X4 MITER SPAN KI RCC PULIYA NIRMAD KARYAA

Earth work in excvation in foundation in ordinary soil (Loam, Clay or Sand) invluding lift up to 1.50 meter and lead upto 30 meter and including filling watering and ramming of excavated earth into the trenches or in the spacebetween thebuilding and side of foundation trenches or in the plinth and removal & disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 mtr form foundation trenches. (S.l.No.251)

P/L cement concrete 1:4:8 (1 Cement : 4 coarse sand derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand. As Per DSR 6.1.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand. As Per DSR 6.4.1

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-ll) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR 5.3 (bed blocks excluding the supply of rainforcement)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR 5.22,6

PCC 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources As per DSR 4.1.3

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):As per DSR 13.31.1

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.D.S.R.NO 11.2

Supply and fixing of sign board including supply and cost of all materils labours T & P etc. required templet as directed by the Engineer In charge.

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