GE/SMB/T-59/2019-20

Amount

S & F 1000 ltr cap.rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I Make : "Sintax" Three layered. (work pertaing to provn of pvc tank including related work shall be excuted at Dayalachak and Galak area)

S&F G.I. pipe 15mm bore tubing medium grade galvanised with all fitting fixed to wall, ceiling and laid in floors complete all as specified and directed

S&F G.I. pipe 20mm bore tubing medium grade galvanised with all fitting fixed to wall, ceiling and laid in floors complete all as specified and directed

S & F 20mm bore ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed.

S & F 20 mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed

Cutting existing 25 to 32 mm bore steel tubing for alterations or additions necessarily done in position without taking down (Each cut measured)

Screwing existing 25 to 32 mm bore steel tubing for alterations or additions necessarily done in position without taking down (or lengthening screw on pipe to form connector)

M&L for PCC 1:3:6 type C-2(using 20 mm graded crushed stone aggregate), 75mm thick as in plinth / base of pvc tank finished even and smooth without using extra cement complete all as spd & dir.

Demolition of PCC( un-reinforced) in ground floors and pavings not exc. 15 cm thickness below or above ground levels complete all as spd & dir.

M&L for 25 mm thick cement concrete 1:2:4, Type B-0 (12.5mm graded stone aggregate) as in floor for tiles all as specified.

M&L non skid coloured ceramic tiles 7 to 8mm thk(square/rectangular joint free) area of each tiles exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed or bedding layer of mortor 15mm thick in CM 1:6, complete all as spd & dir.

M&L non skid coloured ceramic tiles 7 to 8mm thk(square/rectangular joint free) area of each tiles exceeding 0.18 sqm but not exceeding 0..38 sqm, as in skirting etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 complete incl taking down plaster all as spd & dir.

Excavating in post holes in Hard/dence soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified.

Cement concrete Type C2 1:3:6 using 40 mm graded stone aggregate in foundations, filling and mass concrete comlete all as specified.

S & F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410-W (Gde- E- 250) quality- A complete all as specified.

S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof overing/cladding to wall, fixed with self tapping screws as specified cmplete all as specified.

M & L Two coat of synthetic enamel paint over a coat of red oxid incl prepration of new steel surfaces of any description, over 10cm in width or girth,not otherwise described

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard & dence soil

Removing excavated materials n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point

M&L for broken stone hard core of gauge not exc. 63 mm deposited spread and leveled in layers not exc 15 cm thick watered and rammed to a true surfaces all as specified and directed.

M&L for cement concrete in foundations, filling and mass concrete type D2 1:4:8 (40mm graded stone aggregate) all as specified.

Machine pressed precast concrete interlocking paver block any shape and size of 60 mm thickness, M-35 Grade with grey cement and pigment, over and incl 50mm thick sand cushion complete all as specified.

Providing, cement concrete type B-0 (1:2:4 using 12.5mm graded stone agg) in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m 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, as directed.

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