Providing House hold connection by Ministry of Jak Shakti Har Ghar Se Jal under LWSS Bhaber Saheli in Tehsil Barsar Distt Hamirpur

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing and laying cement concrete using M-10 concrete Mix. with graded stone aggregate 40mm nominal size) and curing complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Providing and laying cement concrete using M-30 concrete Mix. with graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Foundation,footing.bases of columns & the like & the mass concrete complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

floor four level to floor five level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Column,pillars,posts & struts upto floor two level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Floor two level to floor three level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Floor three level to floor four level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Lintels,beams gorders bressumers & cantilevers upto floor two level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

floor two level to floor three level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

floor three level to floor four level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Arches upto floor two level: complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

floor two level to floor three level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

floor three level to floor four level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Suspended floors,roofs,landings.etc.upto floor two level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

floor two level to floor three level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.

Foundation,footing,bases of columns etc.and mass concrete complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work..

Flat surface such as soffits of suspended floors,roofs,landing and the like complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work..

Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of worK.

Upto 4.00 mtrs forvertical surfaces of tank complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Columns,pillars.posts & struts within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work..

Beyond 4.00 mtrs within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work...

Beams,cantilever,girders & lintels within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work..

Sides & soffits of beams,beam haunchings,catilevers,bressumers,& lintels not exceeding 1.00 mtr.depth in all ht.from floor within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work…

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.(In Arches not exceeding 6.00 mtr.span)complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Beyond 4.00 mtr.height within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work..

Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3Sand) complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Finishing wall with water proof cement paint of approved brand and manufactuers and of required shade on undecorated wall surfaces ( two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered material complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 17 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

150mm dia

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 17 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

25 mm dia

Providing & fixing CI sluice valve (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shall be measured & paid for separately) complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

150mm dia

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smoothcomplete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Providing under layer for plinth protection of 75 mm thick (unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Constructing chamber for sluice valves with C.I surface box 100mm top diameter, 160mmbottom diameter and 180mm deep (inside with chained lid and RCC top slab1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) 100mm thick foundation concrete 1:5:10(1cement:5sand:10 graded stone aggregate 40mm nominal size ) and insideplastering with cement mortar 1:3(1cement:3sand) finished with a floating coat of neat cementincluding curing complete with 600x600x750mm inside size with 150mm thick wall of RCC 1:2:4 ( 1cement :2sand :4 graded stone aggregate 20mm nominal size ) complete with formand reinforcment with 6mm bars at not exceeding 150mm centres both ways complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Providing and fixing of below items requried for OHSR complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

M.S sheet locking arrangement for manhole complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Lightening conductor complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

water measuring gauge complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Vent pipe including CI cowl complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Flanged bell mouth alongwith puddle collars complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Expansion joints complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Structural design & drawings 2% cost complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Soil testing report for bearing capacity orf soil complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Rama Shankaer

M/s.Pawan Kumar Sharma