CONSTRUCTION OF TUBEWELL AT PRIMARY SCHOOL CHARAYAL SUYAL (WARD NO.43) HALDWANI UNDER KUSHUMKHERA WATER SUPPLY Scheme Situated in Haldwani Block of District Nainital

Rates for CONSTRUCTION OF TUBEWELL AT PRIMARY SCHOOL CHARAYAL SUYAL (WARD NO.43) HALDWANI UNDER KUSHUMKHERA WATER SUPPLY SchemeSituated in Haldwani Block of District Nainital.

DISTRIBUTION Work

Excavation of earth for pipe line in following strata lift upto 1.50 m. and lead upto 30.00 m. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60.00 m. from trenches including supply of labour T&P etc. all complete. Soil mixed with Shingle, Boulders etc.

Cartage of following pipes & fittings from site store to the site of works, lowering them into trenches, laying IN true alignment, laying & joining of pipe line by electric welding . MSERW Line Pipe (4.80 mm Thick). Confirming to BIS: IS / ISO 3183 / 2007 200 mm dia

150 mm dia

Cartage of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. (G.I. Medium) G.I (Medium Class) Confirming to IS: 1239 (Part - I) / 2004 100 mm dia

80 mm dia

50 mm dia

40 mm dia

Cartage of C.I./C.S. Sluice or Reflex Valves to the site of work, lowering in already preparedtrenches and fixing them in position, but excluding cost ofearth work and all material. (Labour cost only) For 50 to 125 mm dia sizes

For 150 to 200 mm dia sizes

Inserting and fixing water meters or fittings such as stopcocks, wheel valves etc. in the existing G.I. pipe linesincluding cutting and threading pipe and making longthreads etc. complete, but excluding cost of all materials. 80 mm size GM Gate Valve

50 mm size GM Gate Valve

40 mm size GM Gate Valve

Making connection with the existing M.S. Galvanisedmainsofupto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also ubsequent backfill) existing main. 50mm-80mm

Cartage of material (Pipe & Specials) from divisional store/ unit store haldwani to temporary site store of site of work upto average distance- 9 km.

PUMPHOUSE AND BOUNDARY WALL (A) PUMPHOUSE

Excavation of earth in foundation soil mixed with single boulder etc. including lift up to 1.5m and lead up to 50m filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and diposal of surplus earth upto a distance of 60 m from the centre of the foundation trenches including labour T&P etc complete.

Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.

Ist class Full brick work in 1:6 cement & local sand mortar in foundation & plinth including supply of all materials, labour, T&P etc, required for proper completion of the work.

Same as item no.3 but in super structure including necessary cutting and moulding of bricks as required & also including honey comb brick work (thickness of wall not less than 1/2 brick).

12 mm thick plaster with cement mortar in proportion of 1:6 cement and local sand over brick work, minimum thickness not to be less than 10 mm including supply of all materials, labour T&P etc. requited for proper completion of work.

RCC 1:1½:3 with cement, coarse sand and 20mm gauge stone ballast in lintel beams, sunshades door and window sills, bed plates excluding supply of reinforcement and its bending but including its fixing and binding the same with 5mm thick binding wire and including supply of all material labour, T&P for proper completion of work.

Same as item 6 but for Slab Beam & Slab.

Mild steel or iron work in plain work such as RCC work brought to required shape including supply of steel & its bending.

Centring and shuttering including strutting, ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.

Centring and shuttering including strutting, ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centring and shuttering including strutting, ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.

Steel glazed door, window/ ventilator, all members viz. F7D, F4B, K11and K12B etc.

40 mm thick PCC 1:2:4 with cement coarse sand and 20 mm gauge stone blast in flooring on around apron laid in panels finnished with 3 mm solution coat of neat cement & including 80mm thick base concrete consisting of 1:4:8 cement, local sand & 40 mm stone ballast (Floor & apron).

Providing and fixing 35 mm thick factory made ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of Ist class hard wood & well matched teak 3 ply veneering with vertical grains or cross bands & face veneer on both faces of shutters. Including ISI marked stainless steel butt hinges with necessary screws etc. including Sliding Bolts, Tower Bolts, Handles and other fittings etc. complete.

Providing & Fixing of Heavy Sheet Float Glass panes instead of ordinary float glass panes weighing 4.0 mm thick in window shutters (Area of opening for glass panes).

Painting Wood & Iron 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, including supply of all material, labour T&P etc required for proper completion of work.

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

Finishing Exterior Walls with Water Proofing Cement Paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm. over one coat of white washing including supply of all material, labour, T&P etc required for proper completion of work.

Supply and fixing of Joist of RS 300 mm x 200 mm & 9 mm thick size & 3.50 m long in position.

Providing & Fixing of Ist quality ceramic glazed wall tiles, conforming to IS : 15622 of approved make in white / Ivory colours of any size, over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. In all inner side of wall upto door level of pump house.

Providing & Laying Pressed Clay Tiles (as per approved pattern 20 mm nominal thickness and of approved size) on Slopy Roof Slab over Verandah jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.

Electrification Work of Pump House and Tube Well Campus.

Sanitary Work of Pump House and Tube Well Campus.

(B) BOUNDARY WALL

Excavation of earth mixed with Shingle, Boulders etc. including Lift upto 1.50 m and Lead upto 30.00 m, including all Labour, Material, T&P etc. Comlete.

Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.

Ist class brick work in 1:6 cement and local sand morter in sub structurefoundation and plinth complete.

Ist class brick work in 1:6 cement and local sand morter in super structure complete.

Same as item No.4 but in super structure for half brick thick wall 1:4

50 mm Thick Top Coping With P.C.C 1:2:4.

12 mm thick plaster in 1:6 cement and local sand mortar including recking of joints up to 1.27 cm. depth complete.

M.S Grill Fencing all over the Boundary Wall.

Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work.

Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately) 1705.

C) IRON GATE WITH PILLARS

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including filling, watering & ramming of excavated earth into the trenches or into the space between the Building and the sides of foundation trenches or into the plinth & disposal of surplus earth up to a distance of 50.00 m. from the center of foundation trenches.

Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.

Ist class brick work in 1:6 cement & local sand mortar in foundation & plinth including supply of all materials, labour, T&P etc, required for proper completion of the work.

Same as above item but in super structure including necessary cutting and moulding of bricks as required & also including honey comb brick work (thickness of wall not less than 1/2 brick)

12mm thick plaster with cement mortar in proportion of 1:6 cement and local sand over brick work, minimum thickness not to be less than 10 mm including supply of all materials, labour T&P etc. requited for proper completion of work.

Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work.

Mild steel of iron work in heavy sizes such as trusses, built up gates, doors, etc. Wrought to required for including drilling hole, revetting or welding where necessary and also including supply of steel bolts, nuts, etc. and their fixing required for proper completion of the work.

BORING OF TUBEWELL (200 m DEPTH)

Transportation of Suitable Truck Mounted Rig Machine, Air Compressor, O.P Unit, Camp Equipage, Connected T&P and Necessary Accessories, Cashing Pipe, Tube Well Assembly Housing Pipe etc Including Loading, Unloading Ereation& Levelling of Rig Machine Upto Site of Work etc. Complete in All Respect as per Direction of Engineer in Charge, Required for Drilling & Development of Tube Well. (Plain Area).

Erection and Leveling of rig machine at site of work

Drilling of 550mmdia Bore by heavy duty direct rotary rig machine in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto Entire Depth for 300 mm dia linear assembly.

Procurement of Tube Well Assembly as Below. 300 mm dia. M.S E.R.W 8.00 mm Thick. Blind with beveled edge.

Slotted & threaded.

300 mm dia. Bail Plug.

300 mm dia. M.S Well Cap.

300 mm dia.. M.S Clamp With Nuts & Bolts.

Supply of Pea Gravel of Size 1.6 mm to 4.8 mm.

Shrounding of Pea Gravels in Between Bore & Tube Well Assembly Upto Entire Depth of Tube Well.

Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work. Fixing of 300 mm dia. Bail plug with nut & bolt.

Lowering of 300 mm dia. M.S E.R.W 8.0 mm Thick Housing Pipe (Plain & Slotted Pipe) as Required.

Fixing of 300 mm dia. 8.0 mm thick tube well cap.

Fixing of 300 mm dia. M.S.D.I. Housing clamp.

Dismantling of Rig Machine & Other Equipments, and Clearance of Site After satisfactory completion of work.

Development of Tube Well by 350 PSI / 1100 CGM Air Compressor Unit to the Satisfaction of Engineer in Charge to Give Sand Free Discharge & Proper Packing of Pea Gravels With Atleast for 70 Hours.

Development of Tube Well by the Suitable Submersible O.P Unit Complete With Lowering & Lifting of Pumping Plant Having 2000 lpm Discharge Approximate to the Satisfaction of Engineer in Charge, Including Running of O.P Unit &Yeild Testing of the Tube Well by V Notch Atleast for 60 Hours.