Balance work for Providing GWSS to PC habitation of census village Jakha in G P Jakha Tehsil Dodra Kawar Distt Shimla H P

Amount

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. 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 work 1:3:6(1cement:3approved sand:6approved graded stone agg.20mm nominal size)& curing complete excluding cost of form work in foundation and plinth within all leads and lifts and as directed by the Engineer-in-charge.

Providing form work with steel plate 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 surface such as wall(any thickness) partitions and the likeincluding attached pillasters, buttresses, plinth and string cources and thelike within all leads and lifts.

Flat surface such as soffits of suspended floor, roofs, landing and the likefloor etc. upto 200mm in thickness within all leads and lifts.

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

Providing and laying cement concrete 1:1:2(1cement:1 approved sand:2approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:

Foundation and plinth(bed)within all leads and lifts and as directed by the Engineer-in-charge.

Wall including attached buttress, 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 p[osition complete upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete work 1:2:4(1cement:2Sand:4Graded stone agg. 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in lintels, beams girders 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 & above and curing complete with weep hole or pours etc.within all leads and lifts and as directed by the Engineer-in-charge.

R/R masonry/polygonal rubble masonry un-coursed quality in foundation and plinth including leveling by cement concrete 1:6:12(1cement:6sand:12graded stone at plinth in cement nmortar 1:6(1cement:6sand) within all leads an lifts and as directed by the Engineer-in-charge.

Construction of dry rubble masonry in breast and retaining wall within all leads and lifts and as directed by the Engineer-in-charge.

Providing and placing horizental layers filtering media duly graded screened washed and cleaned as spefification by the Engineer-in-charge.

Bottam layer " Broken stone 50mm to 75mm.

Steel work welded in built up sections, trusses and framed work, including cutting, hoisting fixing in postion 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 rafters, purlins connected to common rafter and the like within all leads and lifts and as directed by the Engineer-in-charge.

10mm cement plastering in single coat on fair side of brick/ concrete wall for internal plastering 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-charger.

Supplying and fixing galvanised steel barbed wire(IS: 278-1962 type-I) heighting 9.30 kg.per 100mtr.straing and fixing to any type of standard rail, straining the belts, including, securing with and providing of GMS wire stapler etc.(past, of wood cement steel paid for separately) within all leads and lifts and as directed by the Engineer-in-charge).

BALKRISHAN NAGTA GOVT CONTRACTOR

ZAFIR HUSSAIND

Mohmad Zakir Husain