Pvdg WSS PC habitation under CV Gaila Haripur Nanu Sarol Bharo Nahuin and Rajpura

Amount

Excavation in foundation trenches etc. in earth work in all depths and in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock, where blasting is prohibited,in all lifts including trimming and dressing or dies, levelling of beds to correct grade including shoning structuring, planking timbering and dewatering whereever required staking the excavatd soil not or than 3 mtr clear form edge of excavation and then returning the stacked soil in 15 cm layer when required into plinths, side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing the surplus excavated earth as directed with in all leads & lifts as per direction as satisfaction of Engineer-in-Charge.

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Lintle beams, girders, brassumers and cantilevers upto any floor two level etc.with in all leads and lifts as per direction of the Engineer-in-charge.

Arches upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Providing mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Beam, cantilever, girders and lintles side and soffits of beams, beam haunching, cantilevers and lintles not exceeding one meter in depth in all height with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Edge of slab brakes in floors and walls under 20mm wide including all leads and lifts as per direction of the Engineer-in-charge.

Providing form work of ordinary timber plankings so as to give a rough finish including centering shuttering strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :-

Arches upto 6 mtr. span with in all leads and lifts as per direction of the Engineer-in-charge.

Steel work welded in built-up section,trusses and framed work including cutting housting, fixing in position and applying a primering coat of red lead paint in grating, framed guard bar, ladders, railing, brackets and similars work with in all leads and lifts as per the direction of Engineer-in Charge.

Providing and fixing steel fiber reinforcement cement concrete (SFRC) man hole cover (Medium duty) and frame conforming to IS 12592 (Part-I) 1988 with latest ammendsments internal dia 500mm(Medium Duty) with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and Fixing of M.S Mosquito proofing ventilators 300mmx300mmx300mm complete in all respect with in all leads and lifts as per the direction of Engineer-in Charge.

Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and rainforcement for rainforced concrete work:-

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Steel work in single section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in R.S. joists, channels angle, tees.For steel Gate.

Providing and fixing 1.80 metre high fencing with 2.30 mtr stainer post of corner post of bottom size 150x150 top size 150x150mm and length 2.30 mtr. With reincforcement long steel of 10 mm (4 No) traversed 6 mm at 150 mm C/C above ground leverl 1.30 mtr. Fencing by spacing from ground 100, 200,350,550,750,950 and 1200 posts . C/C with 6 horizontal with lines and two diagnals of galvanised steel barbed wire (IS 273-1962 type-I) weighting 9.38 kg per 100 mtrs (minimum) strained and fixed to posts excluding the cost of earth work and cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 40mm nominal size) complete in all respect with in all leads and lifts as per direction of the Engineer-in-charge.

Laying, Jointing and testing in trenches galvanized mild steel tubes Light grade including fittings complete (earth work in trenches to be measured and paid for separately) as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.

15mm dia Nominal bore

20mm dia Nominal bore

25mm dia Nominal bore

32mm dia Nominal bore

40mm dia Nominal bore

50mm dia Nominal bore

65mm dia Nominal bore

80mm dia Nominal bore

Providing and fixing brass full way wheel valve duly ISI marked of various dia Complete with in all leads and lifts as per direction of the Engineer-in-charge.

15mm dia Nominal bore

20mm dia Nominal bore

25mm dia Nominal bore

32mm dia Nominal bore

40mm dia Nominal bore

50mm dia Nominal bore

65mm dia Nominal bore

80mm dia Nominal bore

Dismentalling of old GI pipes and stacking of site of the following nominal bore with all leads and lifts as per the direction of Engineer-in-charge

15mm dia Nominal bore

20mm dia Nominal bore

25mm dia Nominal bore

32mm dia Nominal bore

50mm dia Nominal bore

100mm dia Nominal bore

Relaying of dismentaled serviceable galvanised mild steel tubes including fitting completed (Earth work in trenches to be measured and paid for separately) including all carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge

15mm dia Nominal bore

20mm dia Nominal bore

25mm dia Nominal bore

32mm dia Nominal bore

50mm dia Nominal bore

MAHINDER NARYAL

Suraj Rana