Providing CAD of LIS Badoun and LIS Santoo Tilla in Tehsil Amb Distt Una

Amount

Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to 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 or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.( Pick Jumper Work)

Laying/Jointing andtesting of HDPE pipes of following diameters & classes confirming to IS 9894-1995 , with fusion welding process i/c all necessary fitting and bends etc. (Earth work in trenches to be measured and paid for sepreately) within all leads and lifts as per the direction of Engineer-in-Charge.

110 mm dia

140 mm dia

160 mm dia

180 mm dia

Pdg. and fixing C.I. alfa valve confirming to relevent codes & specification of the following diameter complete in all respect as per the

110 mm dia

140 mm dia

160 mm dia

180 mm dia

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

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 sand) using first class bricks and including carriage of materials with in all leads and lifts.

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

Laying /jointing/testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all made from parent tube within all leads & lifts. (earth work in trenches to be measured and paid for separately)

80mm dia

Prov.Cutting & Circumferential butt welding with two layers joints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to S1816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 81 1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge

Providing, Fixing/welding of MS plate flanges at suit joint confirming to table as specified below as per IS- 6392-1971 (Latest with upto ammendment) welding of MS flanges (one layers outer side & one layer on inner side of each flange with GMS pipe (The cost of GMS pipe to be measured & paid for separately) according to relevant BIS standard detail technical specifications with nuts, bolts of required size minimum 3mm thick compressed asbestos fibre/synthetic rubber gasket confirming to relevant BIS code as given in the technical clarification including carriage of material in all leads and lifts.80 mm dia Table-5

Providing & fixing double flanged C.I sluice valve ofmake Leader/Kirloskar/ Kartar of following size & class PN 1.0 having size equal to dia of distribution line and capable of with standing nominal seat pressure as per 16.32 Kg and confirming to IS:14846-2000 latest complete with nuts,bolts and rubber insertion sheet complete in all respect.(100 mm dia)

Sahil Thakur (BID ID -523698)

Akash Singh (BID ID -523678)