C/O Compound wall and CC drain of Govt Sub-Division Offices and Quarter under PWD Koyu Sub-Division, Rami Hq under Koyu circle

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering.

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.

Reinforced concrete work in foundations, footings bases of column and mass concrete excluding cost of centring, shuttering and reinforcement in: a)M201:1.5:3 (1cement:1.5coarses and:3 stone aggregate 20 mm nominal size).

Reinforcement cement concrete work in columns, pillars, piers, abutments, postand struts etc upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cement : 3 fines and)of thickness not exceeding 6mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a)M20 1:1.5:3 (1cement:1.5coarses and:3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cement :3 fine sand)of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a)M20 1:1.5:3 (1 cement:1.5 coarses and:3 stone aggregate 20 mm nominal size).

Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for : 8.1 e) Column, pillars, posts and struts etc.

b) Walls including attached buttresses, pilasters etc.

d) Lintels, beams, girders, bressumers and cantilevers etc.

Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars.

Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.

Extra for half brick masonry in superstructure above plinth level and up to floor two level.

12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.

15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.

P/Fixing MS Grill of approved design make of MS angle & MS flat of 20 x 6 mm with applying a coat of red oxide primer etc complete as per direction of Engineer in Charge.

Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.

Loading and Unloading of Stone Boulder/Stone aggregates/Sand/kankar/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.

Loading and Unloading of Cement/Steel/Structural Steel/RC Pipes/Wooden logs/Bricks/Bitumen and timber etc,. by Manual Means and Stacking for hill roads

Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road

(ii) UnSurface road

(iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides i) Ordinary soil a) Manual Means 1)upto 3 m depth

Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in: a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.

Centring and shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (b) Walls including attached buttresses, pilasters etc.

12 mm cement plaster 1:4 (1 cement : 4 fine sand)

Carriage