BARAKOT GOV PUMPING WATER SUPPLY SCHEME

Amount

CIVIL WORKS

Source Work

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation

Providing & fixing of French well as per departmental type & design complete includingsupply of all material labour T&P required for proper completion of 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).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5.3 (1 cement: 1.5 coarse sand: 3 graded stone)

Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars

Centering, shuttering including struttings, propping etc. and removal of form work forColumns, piers, abutments, pillars, posts, struts and slab.

Design, testing bearing capacity of soil and construction of R.C.C. (1:14:3) semi sunk sump/Clear Water Reservoir of following capacities in K.L. including supply of necessary scaffolding, shuttering and other accessories along with construction of all valve chambers, supply and fixing of inlet and outlet pipes of size equal to sizes of inlet and outlet pipe line, making bye pass arrangement, fixing of overflow pipe in outlet pipe/distribution system, fixing of lightening conductor & M.S. Manhole of size 1 mx 1 m as per norms, water level indicator, supply and fixing of M.S. Steel Ladder outside and inside the tank, fixing of railing around top dome, construction of 90 cm width PCC apron with drain around the CWR and colour washing of approved class snowcem including supply of all materials, labour, T&P etc. complete as per latest IS specification or as per satisfaction & approval of Engineer in charge.

Supply & Fixing of chlorinating arrangement of 25 litre capacity over CWR roof slab. Including supply of all materials & labours as per type design & drawing complete.

Design, drawing, testing bearing capacity of soil & construction of Pump House of size 7.0x6.0x4.0 m made up of Brick masonry with R.C.C. flat roof at near Kundiya Gadhera pumping station i.e. MPS & IPS and other appurtenant works with construction of cantilever beems for supporting of ISMB girder and chainpully including construction of pumps foundation as per drawing issued by the department at the time of execution including supply of all materials, labour, T&P etc. complete with cartage of materials as per satisfaction & approval of Engineer in Charge.

Design, drawing, testing bearing capacity of soil & construction of Staff Quarters/Store Room , size (3.0 x 3.0 x 3.0) m (Single Room) made up of Brick masonry with R.C.C. flat roof at MPS & IPS and other appurtenant works including supply of all materials, labour, T&P etc. complete with cartage of materials as per satisfaction & approval of Engineer in Charge.

Excavation of pipeline trench in Soil mixed with Boulder, lift upto 1.5m, lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete.

Survey, design, supply. & laying, jointing, Welding, testing & commissioning of following dia and thickness M.S. E.R.W. Pipe (YST-210) by welding (by 20 KVA Generator) conforming of to IS: 1387- 1967, IS 1978-1982 & IS 816: 1969 including painting of pipe from outside with anti corrosive paint in two coats, making necessary connections for pumps and sump cum CWR at MPS and other appurtenant works such as fixing of air valve, sluice valve, reflux valve at suitable points including making scouring arrangement at suitable locations by fixing Tee and gate valve etc. complete, including supply of all materials, labour, T&P and testing of supplied materials etc. complete as per latest IS specification or as per direction, satisfaction & approval of Engineer in Charge after painting two coat of anti corrosive paint over one coat primer and testing of pipe line complition of work.

MSERW pipe 100 mmX4.0 mm thick

MSERW pipe 100 mmX4.8 mm thick

Survey, design, supply, carting, laying and jointing of supply main and distribution main of GI (M) Pipe for following sizes from MBR to service reservoirs at different locations including provision of specials and also testing and commissioning of laid pipe line including supply of all materials, labours, T&P etc and testing of supplied materials complete as per IS 1239 part 1: 2004/latest IS Specification and as per direction, satisfaction of Engineer-In-Charge.

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

100 mm dia

Caratge of following sizes of sluice valves, loewring them into trenches and fixing the same on water supply line including cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember.

100 mm dia

Caratge of following sizes of reflux valves, loewring them into trenches and fixing the same on water supply line including cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember.

100 mm dia

Caratge of following sizes of Gate valves, loewring them into trenches and fixing the same on water supply line including cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember. (0.45x0.45)m

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

Design, Drawing and Construction of masonry chamber sluice valve with a floating cost of neat cement complete as per standard design with F.P.S bricks (1.60mx0.60mx0.60m)

Design, Drawing and Construction of Gate Valve Chamber including supply of materils, labours, T&P etc. required for proper completion of work. (0.45mx0.45m)

Servey, Design and Construction of thrust block/anchor block at bends in pipeline inclduing supply of all materials, labour, T&P etc complete required for proper completion of work as per direction of satisfection and approval of engineer-in-charge. P:C:C 1:2:4 (1Cement:1Coarse sand:4graded stone grit)

Centring and shuttering including strutting, ropping etc. and removal of form for thrust block.

Random Rubble stone masonry laid in 1:6 cement and course sand mortar including supply of all materilas, labour, T&P etc complete.

Random Rubble stone masonry laid dry including supply of all materilas, labour, T&P etc complete.

Finishing with Food grade Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’ specifications i/c appropriate priming coat, preparation of surface, etc. complete. On steel work

Boundry Wall and Gate

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement: 6 coarse sand)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone

Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars

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 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Snowcem two coat over one primary coat white wash inside & out side the pump house including supply of all labour T&P etc complete for the proper completion of work

Providing and fixing isi Marked flush door shulters conforming to IS 2202 (Part I) non Decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial three ply veneering with vertical grains or cross bands and face veneers on both faces fo shutters 35 mm thik including ISI Marked Stainless Steel Butthinges With necessery Screws .

Briddle Path

Excavation in soil in Hilly Area by mechanical means without using dozer, including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (Assuming 25% of Total Excavation)

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using dozer, including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Construction of coolie walling including supply of all material, labour, T&P etc.required for proper completion of the work. (As per PWD Uttarakhand specifications)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. 1:3:6 or richer mix (P.C.C.Road cutting)

Making ferrule connection in the existing main of G.I or and type of pressure mains with saddle piece, service connections, fittings and fixing of ferrule including the main , including the cost of all materials like GI Specials, brass bib cock and ferrule etc. supply of all materials, labours , T&P etc. and Construction of pillar type stand post as per departmental type design complete in all respect.