CAD of FIS Kiarla in Tehsil Nerwa District Shimla

Amount

Excavation in foundation,trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the usable & unusable material/soil separaterly & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 Cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer - in - charge.

Excavation in drains and channels etc.in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 meters and lift upto 1.50 metres disposed earth to be levelled and neatly dressed: P/J 50 % each. with in all leads & lifts as per directions of Engineer - in - charge.

Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as directed by Engineer in Charge.

Providing & laying cement concrete 1:2:4 1cement:2 sand 4 graded stone aggregate 20mm nominal size curing complete excluding cost of form work in foundation and plinth with in all leads and lifts and as per the direction of the Engineer in charge.

20 mm thick plastering single coat on rough side of brick/stone masonery for interior plastering upto floor two level including arrises internal rounded angles chamfers and / or rounded angles not exceeding 80 mm girth and finished even and sommoth CC 1:4. with in all leads and lifts as per the direction of the Engineer in charge.

Random rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast wall and retaining walls. within all leads and lifts as per the directions of the Engineer in charge.

Providing & Laying in trenches HDPE pipe with fitting and jointing complete (earth work in ) trenches to be measured and paid for separately) and within all leads and lifts as per the directions of the Engineer in charge.32 mm Dia.(materail grade 63,PN-6)

Providing & fixing of full way wheel valve of various dia. with in all leads & lifts as per entire satisfication of Engineer - in - charge. 32mm dia

Dressing bed and preparation of sub grade for lining in: a) spade work b) pick work

Dressing side slopes and preparation of sub grade for lining in :- a) spade work b) Pick work

Cement Concrete lining 15 mm thick or less for irrigation channels, using cement concrete 1:3:6 (Hand mixed concrete lining in bed.) with in all leads and lifts as per the direction of the Engineer in charge

(Hand mixed concrete lining on side slopes.

Extra allowance for form work in concrete lining: on side slopes with in all leads and lifts as per the direction of the Engineer in charge (in Bed)

on Side Slopes

Gian Singh Chauhan

suresh pandey

Chander Mohan

HPPWD

Krishan Singh Ranta Govt. Contractor

Rahul Pandey

Kewal Ram

Devender Singh