Providing LWSS to Drought Prone Area of G.P. Sirmouri- Mandir, Dhar- Tikkari, Banah- Dhinni, Jamun Ki Ser, Katli and Sarahan under Jal Jeevan Mission by Lifting drinking Water from Giri- River in Tehsil Pachhad Distt.Sirmour

Amount

Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in all leads, lifts complete in all respects and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:3:6 (1cement:3app.sand:6app. graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying damp proof couse 38mm thick cement concrete 1:2:4(1cement:2app.sand:4app.graded stone agg.12.5mm nominal size and curing complete.I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Applying coat of hot bitumen(mexphlat 80/100 or equipment using 1.70Kg per squaremetre on damp proof, course after cleaning the surface with a cloth lightly sockedin Kerosine oil, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

2nd class Brick work using common burnt clay building brick in foundation and plinth including racking out joints in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

2nd class Brick work using common burnt clay building brick in super structure upto floor two level including racking out joints in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Half Brick work using common burnt clay building brick in super structure upto floor two level including racking out joints in cement mortar 1:4 (1cement :4sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

P/F Pressed steel frame doors frames manufactured from commercial mild steel sheet of 1.25 mm thick including hinges jump lock jamp, beed and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechnical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lock strik plate and shock absorber as specified including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

1. Profile - A

2. Profile - B

Providing &fixing 1 mm thick M.S. sheet garrage door with frame of 40 mm x 40 mm x 6 mm angle iron 3.15 mm M.S.gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of red lead paint. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing panelled glazed or panelled glazed shutters for doors,windows and clerestory window including black enamelled iron butt hinges with necessary screws 40 mm thick (2nd class deodar wood) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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 centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

a) Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.

b) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.

Providing form work with ordinary timber So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

In Arches

Providing and laying cement concrete 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:2 :4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying cement concrete 1:1:2 (1cement:1app.sand:2app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying cement concrete 1:1 :2(1cement:1app.sand:2app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying cement concrete 1:1:2(1cement:1app.sand:2app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:1:2(1cement:1app.sand:2app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in in Arches & cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying of tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Supplying and fixing of MS (man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, (weight more than 23 kg will not be paid. Weight less than 23 Kg will not be accepted) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Laying ,jointing and testing of GMS pipes of following dia for scour pipe, In Let and Out Let pipe including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

1. 100 mm Dia

2. 80 mm Dia

3. 50 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 dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

1. 100 mm Dia

2. 80 mm Dia

Steel work welded in built up sections , trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

20 mm cement plaster in single coat on rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge.

6 mm cement plastering to ceiling in cement mortar 1:3 (1Cement :3 Sand) including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor in 1:3 ( 1Cement:3sand) including all leads, and carriage of material at site and as directed by the Engineer Incharge.

Applying a priming coats over new steel and steel based based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Painting two coats (excluding priming coat) on new steel and steel based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Applying a priming coats over new wood and wood based based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Painting two coats (excluding priming coat) on new wood based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

White washing with lime on un-decorated walls surfaces two coats to give an even shade including thoroughly brooming the surfaces to remove all dirt and dust and other foreign matter including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.

Repair of plaster in patches of 2.50sqm and under 10 to 15mm thick including cutting the patch in proper shape and replastering the surfaces of the wall including disposal of rebbish path in proper lead of 20 mtrs wiht cement morat 1:6 ( 1cement : 6sand ) including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge.

Distempering two coats on un decorated wall surface (two coats) to give an even shade including throughly brooming the surface to removeal of oil grease , dirt , dust and other matter including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Dismentalling Below ground level including disposal of unserviceable materials within 20 mtrs ,, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Boulder filling under floor hand packed tightly under flooring , including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge.

Cement concrete flooring 1:2:4(1cement :2app sand:4app graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 40mm thick including all leads,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing under layer 75 mm thick unconsolidated bed dry bricks/stone (40 mmnominal size) including finishing the top surfaces including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand :6 gaded stone aggregate 20 mm nominal size ) including finishing the top surfaces of including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.concrete smooth.

Providing stone Kharanja drain 45cm wide including 25cm side stone laid in cement mortar 1:6 ( 1cement : 6sand ) curing complete, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Dismentalling above ground level upto floor two level including disposal of unserviceable materials within 20 mtrs ,, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing, Laying ,jointing and testing of HDPE pipes of following dia for In Let pipe including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

1) 110 mm Dia

Constructing chamber for sluice valve, with CI surface box 100 mm top dia, 160mm bottom dia, & 180 mm deep (in side ) with chained lid RCC top cement:2sand:4 graded stone aggregate 20 mm nominal size)100 mm thick foundation concrete 1:5:10 mix (1cement:5sand:10 graded stone agg. 40 mm N/S ) in side plastering with cement mortor 1:3(1cement:3 sand) finished with a floating coat of neat cement i/c curing complete 600x600 x750 mm inside size with 150mm thick walls of RCC 1:2:4(1cement:2sand:4graded stone agg. 20 mm N/S) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centrers both ways. including all leads,lifts and carriage of material at site and as directed by the Engineer in charge.

Providing and fixing of Brass full way valve with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

1. 50 mm Dia

Providing 40 x 3 mm flat iron hold fast 40 CM long including fixing to frames 10 mm diameters bolt and nuts and wooden plug and embended in cement concrete block 30x10x15 CM in 1:3:6 ( 1cement:3sand:6 app. Graded stone agg. 20 mm N/S ) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing Aluminium Tower Blot with necessary screws complete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

1. 250 x 10 mm size.

Providing and fixing Aluminium Handle with necessary screws complete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

1. 125 mm size.

Providing and fixing Aluminium sliding door blot with necessary screws complete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

1. 250 x 16 mm size.

P/F steel Channel including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Blower for back wash and flash mixture Motor and pumps in rapid sand Filter unit comparement.

Provision for inter connecting of treatment unit with pump house with other units as per directed by the Engineer in Charge.

Providing /installation of pumping machinery for flash - mixture and back wash complete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

(1 for wash mixture + 3 for Back wash)

shiv iron general engineers