CAD work to LIS Kando Cheog in GP Kando Cheog Tehsil Kamroo District Sirmour HP

Amount

Excavation in drains and channels etc. in earth work for pipe upto 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 jungle clearance wherever required trimming & dressing of sides, levelling of beds to correct grade including shoring /struting, planking, timbering & dewatering wherever required stacking the useable material/soilseperately & after laying ,jointing & testing of pipe,returning the useable soil in trenches in 15 cm layer including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unseable material as directed within all leads & lifts including restoration of un metalled surface to its orignal 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 direction of Engineer incharge

Laying and Jointing of High Density Polythylene Pipe for use for buried water main and services jointing of pipe shall be done by butt fusion welding which shall be confirm to clause 3.2.1.2 of IS-7634 ( part-II)-2012 etc. each Pipe shall be BIS marked ( IS-4984-2016 or latest with uptodate ammendments of PE-63 of following nominal & dia of pressure rating complete in respect and as per direction of Engineer-in-Charge .

PE 63(PN-2.5) 140mm dia

PE 63(PN-2.5) 125mm dia

PE 63(PN-2.5) 110mm dia

PE 63(PN-4.0) 110mm dia

PE 63(PN-6) 110mm dia

PE 63(PN-2.5) 90mm dia

PE 63(PN-4.00) 90mm dia

Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge.

Providing and laying cement concrete work 1:1-1/2:3 (1cement:1-1/2 sand: 3 gradeds stone agg. 20mm nominal size & curing complete) excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge.

Foundation and plinth

Wall (any thickness but not less then 0.10 thick) attached pillasters, buttress and the like.

Providing form work with steel plates 3.15 thick welded with angle iron in frame 30X30X5mm so as to give rough finish including centering shuttering strutting and propping etc. with wooden battens and bellies, highs or propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu- RCC work and PCC work including all leads lifts and carriage of material at site and as per direction of Engineer in charge in : -

Vertical surface such as walls (any thickness)

Providing Mild/Tor steel reinforcement for RCC work including banding, binding and placing in positing complete up to floor two level including all leads, and carriage of material at site and as directions of the Engineer in charge.

SHURBIR CHAUHAN

anil chauhan