Remodeling of FIS Tipra to Shillu Kalan and Tipra to Chaha in GP Jangeshu Tehsil Kasauli District Solan HP Sub Head _ Construction of Cement concrete main channel and field channel _ Construction of head weir at Tipra Nallah Construction of 6 Nos out

Amount

Excavation in foundation trenches etc. upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiseling soft/ hard where blasting is prohibited. In all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking the useable and un-useable material/ soil separately and then returning the stacked soil in 15cm (fifteen centimeters) layers where required into plinths, sides of foundations etc. including consolidating of each deposited layer by ramming and watering and then desposing of all surplus excavated soil un- useable materials complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size and curing complete excluding cost of form work in foundation and plinth including entire carriage of material upto all leads and lifts.

Extra allowance for form work with sheeting of steel sheets.

Provding and laying cement concrete 1:4:8 (1 cement:4:sand :8graded stone agg. 40 mm nominal size) and curing complete exclunding the cost of form work in foundation and plinths including all leads & 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. Including centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like. including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

Providing and laying 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.

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, winding and placing in position complete upto floor two level. including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

Providing and laying precast slab in nominal cement concrete mix of M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of Engineer-in-charge.

Boulders filling at bottom of 350mm dia Hydrant Chamber as per direction of engineer-in-charge including entire carriage of material upto all leads & lifts.

Fittings and accessories as per direction of engineer-in-charge including entire carriage of material upto all leads & lifts.

90mm dia PN4 HDPE Pipes

90mm dia PN6 HDPE pipe end

90mm dia PN6 HDPE 90° bends

90mm dia PN6 HDPE QC pump connector

Providing & fixing in position RCC pipe of following dia, class & length for outlets complete in all respect.

RCC pipe of 900mm dia NP2.0

RCC pipe of 350mm dia NP2.0

Providing and fixing C.I. 80mm dia control/ sluice valve PN-1 Kirloskar/ Leader make as per direction of Engineer-in-charge complete in all respect.

Steel work welded in built up sections, trusses and frame work i/c cutting histing, fixing in position and applying a priming coat of red lead paint in beams, joists, channels, tees flate with connecting plates of angle cleats in main and cross beam, hip and jack rafters purlins connected to common rafter and the like including all leads and lifts as per the directions of the Engineer-in-Charge.

Miscellaneous for locking arrangements & other accessories as per direction of Engineer-in-charge complete in all respect.

Providing, laying, jointing & testing in trenches high density polythelene pipe for use for buried water main and services jointing of pipe shall be done by butt welding which shall conform to clause 2.4.21 of BIS-7634 (Part-II) 1975. Each pipe shall be BIS marked (BIS-4984-1995 or latest with upto date amendments) of PE-80 PN-4 & pressure rating complete in all respect. (Earth work to be measured and paid separately in all leads and lifts as directed by Engineer-in-charge.

125mm dia PN 4, PE-80

Providing, laying, jointing, testing & commissioning in trenches galvanised mild steel tube of 125mm dia (Medium grade) including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for seperately) and as per the direction of the Engineer- in- charge including entire carriage of material upto all leads & lifts.

Providing & fixing M.S. flanges 125mm dia confirming to BIS 6392-1971 (latest upto date ammendments) flanged dia, table and nominal pressure as specified below welded at both ends of pipe (as per site conditions for the particular reach as required) according to relevant BIS Code 816-1962 and provided with nuts & bolts of required size as per BIS code 1364 i/c 3mm thick compressed asbestor fibre gasket confirming to relevant BIS code 2712-1965 complete in all respect i/c all leads & lifts. Flanged joints shall be provided after every 90 mtr. length. All intermediate joints shall be screwed and socketed.

Table- 5

Dinesh Singh Thakur

Hira Singh Manta

HYDRAULIC ENGINEERING COMPANY