DR-9/ PWHS / 2025-26

Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation, Trenches (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms lift up to1.5 mtr. Clear edge of the excavation and then returning the stacked soils in 15 cm layers@ 75% Ordinary Rock @ 25%Hard Rock in total qty.

Providing and laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work of plinth level in cement concrete 1: 4: 8 (1 Cement : 4 Sand : 8 Stone of 20 mm nominal size) .

Supply & stacking of dry stone pitching ( stone soiling ) under apron

Providing and laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work up to floor Five level in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Stoneof 20 mm nominal size) .

Providing and laying in position specified grade of rainforced cement concrete excluding cost of form work all work up to plinth level 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20mm nominal size)

Providing Centring and shuttering including strutting, propping etc. and removal of form work for.Foundation ,footings ,bases & S/St.

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :ф 150 mm dia pipe

Providing and fixing cast iron Sluice valves complete with bolts,nuts, rubber insertions etc. (the tai pieces if required will be paid separately) : (BIS -No-) ф150 mm (dia )

Providing and fixing G.I.pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) :80 mm nominal bore completed

Providing steel reinforcement for R.C.C. work i/c straightening ,cutting ,bending, placing in position and binding all Mild steel and Medium Tensile steel bars

Cutting in earth work and disposal of excavated earth up to a lead of 20mtr. In anchorage..

Excavtion in foundation , trenches etc, in earth work , lift up to 1.50 mtr and dispossing of all surplus excavted earth as directed within a lead of 20mtr @50% P&J

P/L crates made of GI wire filled with boulder with square cut face against the wire and GI wire 4mm/5mm thick corrospondaing to SWG-8an 15cm x 15 cm mash

Boulder stone filling dry hand packed tightly in wire crate vertical bounds with sloping in square cut stone faces in nallah protection