CAD of LIS Sambal and its adjoining villages in GP Jagar Tehsil Sadar Distt Mandi HP

Amount

Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.

Providing and laying cement concrete 1:4:8(1cement:4 sand:8 crushed stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4 crushed stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-In Foundation and Plinth in all leads and lifts.

Foundations footing bases of columns etc. and mass concrete in all leads and lifts

Walls ( any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level in all leads and lifts

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm, so as to give a fair finish including centering ,shuttering, propping etc.with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-Vertical surfaces such as walls(any thickness)partitons and the like including attached pillasters,buttresses plinth and string courses and the like Columns,pillars posts and struts in all leads and lifts

Edges of slab and breaks in floors and walls under 20cm.wide in all leads and lifts.

Providing tor steel reinforcement for RCC work including bending,binding and placing in position compete upto floor two level in all leads and lifts.

Providing and Fixing C.I. Sluice valve BIR/ KARTAR/ PELICON make BIS No. 14846 with flange table-17 including welding of flanges, Nuts & Bolts and Gasket etc. The sluice valve conforming to IS-780 . The dia of velve as mantioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. 100 mm dia.

Providing and Fixing RCC Chamber 80 mm dia hydrant including GI Riser pipe 80 mm PP valve, 80 mm pump connecting Nipple, GI tees Nipple & Coupler etc. in all leads and lifts.

Providing and Laying (to level or slope)and jointing and testing reinforced concrete pipe light duty non pressure pipes IS class of following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete in all leads and lifts.RCC Pipe 900 mm dia Class NP2

RCC Pipe 350 mm dia Class NP2

Steel work welded in built up sections,trusses and framed work ,including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint:- In gratings framed guard bars, ladders, railing, brackets and similar works in all leads and lifts.

Providing and Fixing Tamper proof thimbled chain lock in all leads and lifts.

Providing and Fixing HDPE pipe Tee 100X90XX60 mm with equal end. In all leads and lifts.

Laying , jointing , testing and commissioning of HDPE pipes (High Density Polysthlene pipes) of following diameters and class confirming to IS 4984-1995 with necessary fitting to the entire satisfaction of Engineer-in-Charge (Earth work in trenches to be measured and paid for separately and in all leads and lifts HDPE pipes 110 mm dia PN 4.00, PE 80.

HDPE pipes 90 mm dia PN 10.00, PE 80.

HDPE pipes 90 mm dia PN 8.00, PE 80.

HDPE pipes 90 mm dia PN 6.00, PE 80.

HDPE pipes 90 mm dia PN 4.00, PE 80.

AandA Engineers and Contractors

Oasis Enterprises