Construction of Pump House with Laying of Pipe Lines at Canal Road Nalkoop to Canal Road OHT Rajpur Zone Under North Division Dehradun

Construction of Pump House with Laying of Pipe Lines at Canal Road Nalkoop to Canal Road OHT Rajpur Zone, Under North Division, Dehradun.

CANAL ROAD (RISING MAIN) - Dismantling of cement Concret e Pavements as per technical specification Clause 202. Dismantling Cement Concrete Pavements by mechanical means using Pneumatic Tools breaking to pieces not exceeding 0.02 Cum in Volume and Stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, Stacking servicable and unservicable materials Saperately

Dismantling of cement Concret e Pavements as per technical specification Clause 202. Dismantling Cement Concrete Pavements by mechanical means using Pneumatic Tools breaking to pieces not exceeding 0.02 Cum in Volume and Stock piling at designated locations and disposal of dismanteled materials upto a lead of 1000m, Stacking servicable and unservicable materials Saperately (DSR 20018 15.2.1)

Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete.

Providing carting and fixing C.I. D/F Sluice Valves Confirming to IS:14846-2000 in position including all material T/P etc required for proper completion of work Complete. (125 mm)

Providing carting and fixing Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, Labour, T&P etc Complete (80 mm)

Constructing masonry Chamber 120x120x120 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100x100x75 mm with hinge cover fixedin RCC slab 1:2:4 cement sand and 20mm grit necessary excavation foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 .12mm thick finished with floating coat of neat cement chambers as per type design including supply of all materials labour T&P etc complete (Excavation in soil 0 m to 1.5m height)

Back filling with excavated earth

CC M10-1:3:6 (1 cement: 3 Coarse sand:6 graded stone aggregates 20 mm nominal size

RCC M20-1:1.5:3 (1 cement: 1.5 Coarse sand:3 graded stone aggregates 20 mm nominal size

Shuttering for concrete work

Reinforcement(TMT)

Providing and fixing 600x600 mm D.I manhole cover with frame.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Cartage of Pipe from Center store to Site including Loading & Unloading with all Labour as per instruction Engineer In Charge

Cartage of Pipe from Central store/Water Work to Site of work (including Loading & Unloading),Laying, jointing,cutting, Fixing ,Inter connections making bends elbow by welding process (if required),Testing also include all water supply related works of MS ERW pipe of following size, including welding with testing of pipe line complete. (125 mm dia. 5.2 mm thick.)

1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

CONSTRUCTION OF PUMP HOUSE(5mX3mX4m)- EARTH WORK- Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.)

Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.

CONCRETE WORK- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

REINFORCED CEMENT CONCRETE- Providing and laying in position specified grade of reinforced cement concrete work in walls(any thickness) including attached plasters,buttresses,plinth and string courses,fillets,columns,pillars,piers,abutments,posts and struts etc.above plinth level upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement (1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T bar of grade FE-500 or more

Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Slab beam (two sides)

Suspended floors, roofs, landings, balconies and access platform.

Brick work with F.P.S. bricks of class designation 75 in superstructure Cement motar 1:6(1 cement:6 coarse sand)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required ( Fixing glass panes, with putty and nails wherever necessary 4 MM thick)

Fixing glass panes, with putty and nails wherever necessary 4 MM thick

WOOD WORK- Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.)

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm

STEEL WORK - Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete, In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

FLOORING - Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.

FINISHING - 6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling

12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.

15 mm cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 4 fine sand)

White washing with lime to give an even shade: New work (three or more coats)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture

CONSTRUCTION OF IRON GATE WITH PILLAR - Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kinds of soil)

Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

M.S. work in heavy size such as build up gates doors, frames etc wrought to required from including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing required for proper completion of work

Painting two coats of approved paint over one base (priming coat) on new surface of Gate and Pillars

Centering shuttering including struttings, propping etc. and removal of form work

CONSTRUCTION OF BOUNDARY WALL - Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (Soil mixed with boulder (SMB))

Medium Rock (MR)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. (1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

Acrylic smooth exterior paints three coats

Centering shuttering including struttings, propping etc. and removal of form work

SUSHIL KUMAR NAINWAL (BID ID -349267)

Rawat Sanitations (BID ID -348552)

MAHABIR PRASAD NAUTIYAL (BID ID -349017)