Providing house hold connection by ministry of Jal Shakti Har Ghar Nal Se Jal under LWSS Bani Barsar Garli zone 2nd in Tehsil Barsar Distt. Hamirpur

Amount

Excavation in foundation , trenches etc., in all kinds of soil such as pickwork, jumper work blasting work, in soft / hard rock, including chiseling wedging out of rocks clearance of bushes etc.including shoring, dewatering etc. in all leads and lifts stacking the excavated soil upto any lead and lift 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 layers by ramming and watering and then disposing of all surplus earth within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.( Pick Jumper work 50%)

Earth work with dewatering

Earth work without dewatering

Earth work in foundation for digging well in dry excavation from gravel level upto the level where well curb is placed, including disposing of soil within all radius and filling space outside the well after completion from N.S. level to 1.5 meters depth in all kind of soil such as pick work,jumper work, blasting work Soft/hard Rock chiseling workSoft/hard Rock(where blasting is prohibited) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Wet well sinking in gravel including all pumping, shoring etc.complete in all respect.

From spring level to 3.00 meters depth S.L.

Steel work welded in built up sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint In R.S.Joists,channels angles,tees in all respect as per direction and to the entire satisfaction of the Engineer-in-charge in grating framed, guard, bars, leadder, railing bars, brackets & similar work.

Lowering steel well curb in the pit and assembling in position in all depth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

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.

Foundations,footings bases of columns and the like and mass concrete complete in all respects in all leads and lifts.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. above 200mm. In thickness with in all leads and lifts & to the entire satisfaction of the Engineer-in-charge

Sides and soffits of beams, beams hunching, cantilevers, bressumers and lintles not exceeding 1 meter in depth in all heights from floor complete in all respects in all leads and lifts

Providing and laying cement concrete work 1:2:4(1cement:2 sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Foundations,footings bases of columns and the like and mass concrete complete in all respects in all leads and lifts.

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses ,plinth and string courses etc. from top of foundation upto floor two level in all leads and lifts.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete in all respects in all leads and lifts

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 in all leads & lifts.

Hiring of earth cutting/ excavating machineries to be deployed for earth cutting/ excavating or filling making diversion bandh and channel wherever required including cost of fuel oil lubricants and wages of operational staff any repair breakage during operation will be carried out by the owner at his own rick and cost including shifting of machinery one place to another place at required location. Actual working hours will be accounted for the payment and six hour per day working will required average minimum 20 cm ( twenty cum) excavation in all kind of soil including loading in tippers trucks and disposal of excavated earth in all leads and lifts will have to be ensured one hour wroking ( Excavator cum loader)

Providing and Laying cement concrete1:6:12 (1Cement :6Sand:12 graded stone aggregate 40 mm nominal size) including curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Squared rubble stone masonry coursed with hard stone of approved quality in foundation & plinth including racking out of joints in cement mortar 1:6 ( 1 cement :6 sand ) in all leads & lifts

Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1 cement:2 sand:4stone aggregate 12.5mm nominal size) and curing complete in all leads & lifts.

Applying a coat of hot bitumen (mexphalt 80/100 or equivalent) using 1.70 kg. per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil in all leads and lifts..

Square rubble masonary coursed with hard stone of approved quality in in cement mortar 1:4( 1cement:4 sand ) in all leads and lifts.:-

Foundation footing and base of column and the like and mass concrete.

Above NSL ground level

Brick work using common burnt clay building bricks (IInd class) in in foundation and plinth in cement mortar 1:4 (1cement:4 sand) in all leads and lifts..

Brick work using common burnt clay building bricks (IInd class) in in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts..

Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts.

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.

Providng and fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood.40mm thick including 6 mm thick PVC solid sheet with required adhesive in all leads and lifts.

Providing and Laying cement concrete1:4:8 (1Cement :4Sand:8 graded stone aggregate 40 mm nominal size) including curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and Laying cement concrete1:3:6 (1Cement :3Sand:6 graded stone aggregate 40 mm nominal size) including curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification complete upto floor two level in all leads and lifts..

Providing and Laying cement concrete M-25 Design Mix (not less than 1:1.5:3 nominal size (1Cement :1.5 Sand:3graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in foundation and plinth in all lreads and lifts.

0.30 mtrs thick RCC Band round the structure in M-25

Providing and Laying cement concrete 1:1.5:3 nominal size (1Cement :1.5 Sand:3graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundations,footings bases of columns and the like and mass concrete in all leads and lifts. in all leads and lifts.

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses ,plinth and string courses etc. from top of foundation upto floor two level in all leads and lifts.

Suspended floors,roofs,landing shelves and their supports balconies beams,girders bressumers and cantilever upto floor two level including carriage of material in all leads & lifts.

Arches upto floor two level

Column pillers posts etc. complete in all respects

In sloppy portion in all leads and lifts.

Providing and Laying No fine concrete 1:4 (1Cement :4graded stone aggregate 20 mm nominal size) & curing complete in all leads and lifts.

6 mm cement plaster to ceiling in cement mortar 1:4 (1Cement :4 Sand) in all leads and lifts.

20 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) in all leads and lifts.

20 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3(1cement:3sand) in all leads and lifts.

Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete.

Arches beyond 6 metres span.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) with in all leads and lifts & to the entire satisfaction of the Engineer-in-charge.

Steel work welded in built up sections,trusses & framed work, including cutting ,hoisting & fixing in position & applying a priming coat of red lead paint :- In grating, framed ,guards,bars, ladders, railing, brackets & similar works in all leads and lifts..

Laying,jointing and testing in trenches ( to level or grade) of GMS pipes ( bevelled edge flanged /butt welded pipes having M.S flanges @5% of total length and Butt weld @ 95%) of below mentioned diameger conforming to IS 1239-2001( Latest upto date ammendments) as specified , suitable to withstand required hydraulic test pressure including fixing of required number of bends of all degree,tee MS nuts and bolts as per IS 1369-1967 compressed asbestos fibre jointing gasket sheet not less than 3.00mm in thicknjess as per IS 2712-1998, complete in all respects . The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineerin Charge including entire carriage of materials in all leads and lifts(Earth work in trenches, welding of flanged joint and butt welding will be measured and paid for seperately)

150 mm dia ( M.C)

Laying jointing and testting of GMS pipe following dia (medium/ light class) for scour pipe, inlet pipe , over flow pipe & distribution system including carriage of material in all leads & lifts.( Labour rates.)

125 mm dia .

65 mm dia .

Providing and fixing double flanged C.I sluice valve of following dia (with hand wheel) as per IS: 780 (including brass spindleand as per IS: 2906 Class-II complete with bolts., nuts, rubber insertion etc. ( along with tail pieces if required) following dia including all leads and lifts complete. ( Leader/ Kirloskar make) with M.S. flanges of table 5.

150 mm dia .Class P.N.1.00

125 mm dia .Class P.N.1.00

65 mm dia .Class P.N.1.00

Providing Circumferencial Butt welded joints by electrical are welding to below mentioned dia GMS pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in charge.

150 mm dia .

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 in all leads andlifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing SFRC Man hole cover with frame having frame size of 560mm internal dia (Medium duty) The Weight of cover & frame should not less than 100kg including carriage ofmaterial in all leads & lifts.

Providing and fixing CI Man hole cover with frame having frame size of 500mm internal dia (Medium duty) The Weight of cover & frame should not less than 116kg including carriage ofmaterial in all leads & lifts.

Providing and fixing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200mm x200mmx100mm cement concrete 1:3:6 ( 1cement :3sand :6 graded stone aggregate 20mm nominal size and curing complete with in all leads and lifts & to the entire satisfaction of the Engineer-in-charge

Boulder filling behind the long wall facing toward upstream side of percolation well complete in all leads and lifts

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

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 smooth in all leads and lifts.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size in all leads and lifts..

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete in all leads and lifts.

Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter,sand papering and knotting in all leads and lifts.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(twocoats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered material complete in all leads and lifts.

Painting two coat (excluding priming coat) on new wood and wood based surface with ready mixed paint brushing to give an even shade including cleaning the surface of all dirt,dust and other foreign matter with ready mixed paint other than white in all leads and lifts.

Providing and fixing M.S. round orsquare bars at required spacings in wooden frames of windows and clerestory windows 16mm dia complete in all leads and lits.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

Sliding door bolts 250x16mm.

Tower bolts (Barrel type) 200x10mm.

Tower bolts (Barrel type) 150x10mm.

Tower bolts (Barrel type) 100x10mm.

Handles 125mm dia

Handles 100mm dia

Providing and supplying design and drawing of check dam after conducting survey of the area , bearing capacity of soil complete in all respects.

M/s.Pawan Kumar Sharma

Neeraj Kumar