CAD work of LIS Satrol in GP Satrol Tehsil Kandaghat and District Solan HP Sub Head _ Construction of outlets and distribution system in HDPE pipes of various diameter

Amount

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work jumper work soft and hard rock and through conglomerate rock upto all leads and lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and as directed by the Engineer in-charge.

Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock hard rock including including dressing of sides and beds , disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of Engineer-in-charge.

Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation & plinth including all lead and lifts complete in all respect as per direction of the 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 I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu- reinforced concrete & plain concrete including all leads & lifts complete in all respect as per direction of the Engineer-in-charge work in :-

a)Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like.including entire carriage of material upto all leads and lifts.

Providing and laying cement concrete of design mix M-30 but not leaner then cement concrete 1:1.5:3 (1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

a) Base/ foundation including entire carriage of material upto all leads and lifts.

b)Wall (any thickness but not less than 0.1m thickness) attached pillasters, buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage of material upto all leads and lifts.

Providing Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level including entire carriage of material upto all leads and lifts.

Laying & jointing HDPE (High Density Polyethyene pipes) of shall be following dia as per IS-4984 latest with upto date amendments in trenches, refilling (Earth work in trenches to be measured and paid for separately) Material grade PE-80 shall be and pressure rating shall be PN-4. The jointing of pipes shall be through push type compression joints by hydraulically operated machins upto 110mm dia and butt fusion welding above 110mm dia including necessary fittings bends,tee,reducers fabricated in accordance with IS 8360 and IS 8008 with latest amendments and shall be made as and where required confirming to code IS-8008 and IS 7634 stub ends will be welded on pipes and MS flange shall be provided with and upon covered by epoxy coating/ plastic cover flange should confirm to and NSI B-16.5 with necessary nuts and bolts jointing shall be complete in all respect including testing at site complete in all respect. as per direction of the Engineer-in-charge.

110 mm dia (OD)

125 mm dia (OD)

140 mm dia (OD)

160 mm dia (OD)

180 mm dia (OD)

200 mm dia (OD)

Construction of out lets complete in all respect as per direction of Engineer in charge.

Parmod Kumar Thakur

Suneel Dutt