Under District Barabanki, Repair Work of Shri Sanatan Dharma Sanskrit Madhyamik Vidyalaya, Nageshwarnath, Barabanki, Lot No 1

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar DSR 15.7.4

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 15.56

E/W in excavation by mechanical means (Hydraulic Excavatory)/manual means in foundation trenches or drain (Not exceeding 1.5m in width or 10 Sqm on plan). I/c dressing of sides and ramming of bottoms, for all lift, i/c getting out the excavated soil and disposal of surpluse excavated soil as directed, within a lead of 50 m. DSR 2.8

Providing and laying in cement concrete 1:4:8 (1 cement: 4 coarse (Zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8

Brick work with common bruint clay F.P.S. (Non Modular) Brick of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 Cement ; 6 coarse sand) DAR NO. 6.1.2)

Brick work with common bruint clay F.P.S. (Non Modular) Brick of class designation 7.5 in supper structure above plinth up to floor v level in all shapes and sizes cement mortar 1:6 (1 Cement ; 6 coarse sand) DAR NO. 6.4.2

Providing and laying in position specified grade of reainforced cement concrete excluding the cost of centering and shuttering and finishing rainforment in 1:2:4 (1 cement:2 coarse Sand Zone-III) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from naturela sources in Plinth Beam. DSR 5.1.3

Centering and shuttering i/c strutting, propping etc and removal of form for Lintels, beams, plinth beams, girders, bressumers and centilevers.. DSR No. 5.9.5

Reinforced cement concrete work in arches, archribs, domes, valuts, shells, folded plate and roofs having slope more that 150 up to floor 5 livel, excluding the cost of centering, shuttering, finishing and reinforcement with 1;1.5:3 (1 Cement,: 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone agrgregate 20 mm nomial size derived from natural soruces. DAR 5.5