CONSTR OF 01 X WP AMN SHED 75 MT CAPACITY ALONGWITH 02 X WATER TANK OF 2000 LTRS EACH AND 02 X SWTs OF 50000 GALLONS CAPACITY EACH AT 2204 AP BIRPUR AT MIL STN RATNUCHAK UNDER GE KALUCHAK

Amount

Excavation in trenches in any type of soil not exceeding 1.50 metre wide and not exceeding 1.5 m in depth and getting out any type of soil, all as specified and directed by Engr-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, all as specified and directed by Engr-in-Charge.

Description all as per item No 2 here-in- above but add for each additional 1.5m or part thereof in depth beyond the first 1.5 m, all as specified and directed by Engr-in-Charge.

Rough excavation not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and as directed by Engr-in-Charge.

Returning filling in ( soil ) including spreading leveling watering and well ramming in layers not exceeding 25cm thick, all as specified.

Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point all as specified.

Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-Charge.

Cement concrete 1:2:4 type B-I using 20mm graded aggregated stone aggregates as in lintels upto 1.50 metre clear span,cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary form works complete all as specified.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engr-in-Charge.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate. as in Walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttressess compelete specified and as directed by Engr-in-Charge.

TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.

TMT mild steel bars, 6mm to 8mm dia, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) complete all as specified and as directed by Engr-in-Charge.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, to obtain rough finished flat surfaces of concrete complete all as specified and as directed.

Use and waste of form work to sides and sofits ofFormwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter to obtain rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge.

Brick work with old size sub class 'B' bricks having crushing strength not less than 75 kg/sqcm, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.

15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfaces in cement mortar 1:4 and finished even and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only.

Supply only liquid water proofing compound, complete all as specified & directed by Engr-in-Charge.

75 mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints, fixed to wall, complete all as specified and as directed by Engr-in- Charge.

Wire netting of galvanised steel wire 1.40mm dia and size of mesh 12 mm x 12mm fixed with tinned tacks of wire staples, complete all as specified and as directed by Engr-in-Charge.

Broken stone hardcore of gauge exceeding 63 mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engr-in-Charge

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5 m high from base, complete all as specified and as directed by Engr-in-Charge.

Description all as per item No 22 here-in- above but exc 1.5mtr and not exc. 3 mtr from base, complete all as specified

Pre-cast cement concrete block masonry in 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) with solid blocks, exc. 10 cm in width and setting in cement mortar (1:4) ,complete complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipes all as specified.

Reinforced concrete pipes 150mm bore ,class NP3,laid and jointed complete with coller all as specified and as directed.

Mild steel framed work such as grills, gratings, etc. With ends of bars shouldered and/or riveted or gorged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and as directed.

Pre-cast cement concrete 1:2:4 type B-1 (20mm graded) as in manhole cover slab, chullah hoods and in similar works bedded and jointed in cement morter 1:4, complete all as specified and as directed by Engr-in-Charge.

LLDPE Septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC in Foundation(1:4:8) below yhe foundation, vent shaft connection etc complete for 10 User, all as specified and as directed by Engr-in-Charge.

Supply & Fixing Digital temperature and humidity meter with following specification:- (i) Response Time 60 Sec or less (ii) Simultaneous display of temperature, % Humidity and dew Point Temp (iii) Temp Accuracy (F) ±1.8 Deg F /Temp Accuracy (C) ±0.6 Deg C (iv) Temp resolution 0.1 Deg C to 50 Deg F (v) RH Range 0-100%

Srl item No 30 Contd … (vi) Tem Range Air -20 Deg C to 50 Deg C /Temp Range Air -4 Deg F to +122 Deg F (vii) Dew point Range -90.4 Deg F to +122 Deg F (viii) Wet Bulb Temp Range -6.9 Deg F to +122 Deg F (ix) Relative Humidity Range 0-100% (x) Sensor Type Capacitance (xi) Humidity Accurancy ±3% (xii) Humidity Resolution 0.1% (xiii) Triple AAA size Battery Operated (Batteries Included) Note: The Brand of the instrument Shall have necessary certification of approval /Accuracy from Govt Authority

M/S Sudagar Mal

M/s BASRA BROTHERS