Improvement of distribution system, Rising main etc of old Irrigation Scheme T/well No. 41 Ispur , 61 at Gurplah , Nangal Kalan, 69 at Dharampur , 77 at Bhadouri, 73 at Badehra and 87 at Panjawar in Haroli Consty in Distt Una HP

Amount

Excavation in foundation trenches ( for pipes and pits ) 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 chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge.

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

Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:'4 sand )

50 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge

40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge

15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement:3 sand) in all leads and lifts.

Providing, laying ( to level or slope) and jointing reinforceemnt cement concrete light duty socketted & spigotted non pressure pipe I.S. class NP2 or P of the following internal diameters with jointing with rubber rings including testing of joints duly ISI marked as per ISI 458- 2003( latest) with upto date ammendements .

250 mm dia P-2

250 mm dia P-1

150 mm dia NP-2

150 mm dia P-1

Pdg. and fixing C.I. alfa valve of the following diameter complete in all respect as per the in all leads and lifts as per the'direction of Engineer -in-Charge

250mm dia

200mm dia

ADITYA KHAZANCHI

SG Engineers and Consultants

YOG RAJ

abhishek khajanchi