Improvement work of internal lanes in Shor Godown under Zone 06 Ward 52 Sharda Nagar.

Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable direction of EI/C (Labour only)material and disposal Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable direction of EI/C (Labour only)material and disposal of unservicable material within a lead of 50m as per-Rate-11 per 1 Sqm.

2.1.1 (2.1.1)-FS4001-Earth Work-earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in-Charge: 2.1.1 All kinds of soil.o 0.30 M-Rate-170 per 1 Cum.

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), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size).

Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand)

12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand)

RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft foundation with 1:1.5:3 (1 cemnt 1.5 C. sand 20 mm size stone ballast)

F10021-MILD STEEL & IRON WORK-M.S. or iron in plain work such as hevey size as fabrication of M.S. M.S. or iron in plain work such as hevey size as fabrication of M.S.-Rate-7200.00 per 1 Qtl

Non SOR-Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.-Rate-3671 per 1 Cum.

Providing and laying of interlocking concrete Block pavrment having thickness 80 mm as per drawings and tenchnical specification clause 1504. (Exclusive G.S.B.)