CAD work for Flow Irrigation Scheme PEJA BUSHADI DEVLAT PEJA PHASE 2ND in G P Khashdhar Tehsil Chirgaon Distt Shimla HP

Amount

Excavation in foundation and trenches etc. in earth work lift upto 1.50 mtrs. Stacking the excavated soil not more than 3mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etx. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete work1:3:6 (1cement: 3 approved sand: 6 aproved graded stone aggregate 20mm nominal size)and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts and as directed by the Engineer in Charge

Providing form work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mmso as give a fair finish i/c centring, shuttering , & centring below supporting floor to ceiling not exceeding 4mtrs. & removal of the same for in situ reinforced concrete & plain concrete work in :

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts.

Flat surfaces such as soffits of suspended floor roofs landing & the like floor etc.,upto 200mm thicknesswithin all leads and lifts.

Edge of slab and breaks in floors and walls under 20 cm. Wide within all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 approved sand: 3 approved graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

i) Foundation and plinth (bed) with in all leads and lifts and as directed by the Engineer - in - Charge.

ii) Wall including attached butteress, pillasters and their caps and string cources etc. upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Providing mild steel/tor steel for RCC work including bending binding and placing in position complete upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Providing & laying concrete work 1:2:4 1cement:2 sand 4 graded stone aggregates 20mm nominal size and curing complete excluding cost of form work & reinforcement for reinforced concrete work in lintesls, beams girdersd bressumers and cantilevers upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Providing Laying (Pours) nofine concrete 1:4(1cement:4graded stone agg. 40mm & aboveand curing complete with weep hole or pours etc. within all leads and ifts and as directed by the Engineer-in-charge.

R/R masonary/polygone rubble masonry (uncoursed quality in foundation and plinth including leveling by cement 1:6:12 (1cement:6sand:12 graded stone at plinth in cement mortar 1:6 (1cement:6sand) within all leads and lifts and as directed by the Engineer-in-charge.

Construction of Dry rubble masonry in breast and retaining wall with in all leads and lifts as per the directed by the Engineer in charge.

Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specification by the Engineer In charge

Bottom layer " Broken stone 50mm to 75mm.

Steel work welded in built up sections, trusses and framed work, including cutting , hoisting fixing in position and applying a priming coat of red lead paint etc.

In beams joists channels, angles tes, flats with connection plates or angle cleets as in main and cross beems, hip and jack fafters, purlins connected to common rafter and the like within all leads and lifts and as directed by the Engineer-in-charg.

10mm cement plastering in single coat on fair side of brick/concrete wall for internal plasteing upto floor two level i/c arrises internal angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement: 6sand )within all leads and lifts and as directed by the Engineer-in-charge.

Laying and jointing in trenches High Density, Polythene Pipes for use for buried water main line and services and for water supply/irrigation above ground, both inside and out side building duly ISI marked (IS:4984-1995) as ammended upto date) in the following frade of materials, pressure rating and nominal dia complete with fitting (earth work to be measured and paid for separately).

HDPE pipe 160mm dia (PE-80 & PN-4)nominal size.

Devinder Raitka

Anuj Kumar Govt Contractor

NIKHIL

NIPINDER SINGH

ZAFIR HUSSAIND

Sushil Chauhan