Providing CAD facilities to Lift Irrigation Scheme Chakkan in Tehsil Baddi District Solan HP

Amount

Excavation in foundation trenches 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 where blasting is prohibited.In all lifts including trimming and dressing of sides,levelling of beds to correct grade i/c shoring,strutting,planking timbering and dewatering wherever required,stacking the usable and un-useable material / soil separately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalled surfaces to its original condition and including cost of diverson for traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.

Excavation in drain and channels etc. earth work for pipes upto 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 probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling 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 15cm 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, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Laying, jointing and commissioning in treanches of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984 PN 4.0, PE 80 and jointing the pipe through push pipe compression joints by hydrauliclly operated machines upto 110mm diameter and butt fusion(heat fusion process) above 110mm diameter , including all necessary fitting bends, tees & reducer fabricated in accordance with IS8360 & IS 8008 with latest ammendments and shall be provided as per site conditions. Flanging of the pipes shall be made as and where required confirming to code IS 8008 and IS 7634 stub ends will be welded on pipes and jointing shall be completed in all respect including testing at site upto entire satisfaction of Engineer-in-Charge.

180mm Φ HDPE Pipe, PN4.0, PE80 IS:4984

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

40mm thick cement concrete flooring 1:2:4(1 cement:2sand:4graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement including carriage of materials with in all leads and lifts.

1st class brick work using common burnt clay building bricks in foundation and Plinth in cement mortor 1:4 ( 1 cement:4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.

15 mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement : 3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

Providing and Fixing Cast Iron Alfa Valve Bir make 200mm dia complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge .

Providing and Fixing Cast Iron sluice valve of class PN 1.0 of Kirloskar make 200mm dia complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge .

MOHINI CHANDEL

YAKSHAY BASSI

HANS RAJ CONTARCTOR

DHARAM PAL

MANPREET KUMAR GOVT. CONTRACTOR