Providing CAD work to LIS Khaddar in GP Kolar in Tehsil Paonta Sahib District Sirmour HP

Amount

Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork 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, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & 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/unuseable material as directed with in all leads & lifts including restoration of un-metalled 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 the Engineer Incharge .

Laying , jointing & testing high density polythylene pipe for use for buried water main and services .The jointing of pipe shall be done by Butt fusion welding which shall confirm to clause 3.2.1.2 of IS-7634 ( part-II)-2012etc. each Pipe shall be BIS marked ( IS-4984-1995 or latest with uptodate ammendments of PE 63 of following nominal & dia of pressure rating complete in respect.

PE-63, PN-2.5 of Following diameters

iii) 200mm

vii) 125mm

viii) 110 mm

Providing Fixing of PVC coupled Equal Tee of following dia complete in all respect including all leads lifts and carriage of material and as per the direction of Engineer-in-charge

i) 315x315x 110mm At Node No. 3,4,5,6

ii) 225x225x 110 mm Dia at Node 7 8

iii) 200x200x 110mm Dia at Node 9 & 10

iv) 180x180x 110mm Dia at Node 11,12,19 7 20

v) 160x160x 110mm at Node No. 13 & 21.

vi) 140x140x 110mm Dia at Node 14 & 22

vii) 125x125x 110mm Dia at Node 15

viii) 110x110x 110mm Dia at Node 16 to 18 & 23,27.

ix) PVC Nipple 110mm dia.

Providing Fixing of PVC Ball Valve of following dia complete in all respect including all leads lifts and carriage of material and as per the direction of Engineer-in-charge

i) PVC Ball Valve 315 mm dia

iii) PVC Ball Valve 225mm dia

iii) PVC Ball Valve 200mm dia

iv) PVC Ball Valve 180mm dia

v) PVC Ball Valve 160mm dia

vi) PVC Ball Valve 140mm dia

vii) PVC Ball Valve 125mm dia.

viii) PVC Ball valve 110mm dia,

Providing Fixing of PVC Bends of following dia complete in all respect including all leads lifts and carriage of material and as per the direction of Engineer-in-charge

i) PVC Bends 110 mm 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-in-charge

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 Mild Steel/Tor steel reinforcement including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge.

Providing and laying cement concrete flooring 1:2:4(1cement:2app.sand: 4 app. graded stone agg. 20mm nominal size )and curing complete excluding cost of form work and laid in one layer finished even cost of neat cement 40mm thick including all leads lifts and carriage of material at site and as per direction of the Engineer-incharge.

Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer in charge in:-

i) In vertical surfaces such as walls any thickness but not less than 0.10 Metres.

Himalaya Enterprises

BHAW SINGH KAPOOR CONTRACTOR