Naya Jhirna Tubewell WS Scheme Block Ramnagar Nainital

Amount

Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 18m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20 mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with locking arrangement, lightening conductor as per electricity rules, water level indicator, supply and fixing of MS.ERW 150 mm outlet, MS.ERW 100 mm inlet, MS.ERW 100 mm overflow and MS.ERW 100 mm wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 10MT/M2

RCC OHT 100 KL capacity staging 18.00 meter.

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of following Rising Main Pipe, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

MS.ERW YST 210 Grade for 80 mm dia 4.8 mm thickness

Excavation of earth for pipe line in trenches following strata 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.

Excavation in single mixed with boulders etc for pipe line trench.

Supply of all materials providing all cartage of following sizes G.I.(M) pipes, specials & fittings, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required.Complete in all respect G.I.(M) Pipe as per IS: 1239/1985 Part-1

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125mm dia

Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete. Gate valves (Class-I) as per IS: 788/1997

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Supply and fixing of Sluice Valve/Scour Valve(P.N 1.0 ) including cartage of materials, labour, T&P etc. complete

100 mm dia

125mm dia

Fire Hydrant Valve Confirming to IS 5290 (Flanged)

80 mm dia

Constructing masonry Chamber of following inside sizes in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.

Gate valve chamber 0.6 M. X 0.6 M.X 0.75 M.

Sluice valve chamber 0.90 M. X 0.90 M. X 1.00 M.

Sluice valve chamber 1.20 M. X 1.20 M. X 1.00 M.

Shifting of existing Household connections as per direction of Engineer-in- charge

Providing and fixing with all materials T&P labour Functional House Hold Tap Connection (FHTC) etc complete as per direction of Engineer in charge.

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) and Reinstatement of concrete road surface for laying of pipe line 100mm thick PCC 1:4:8 over 100mm thick PCC 1:2:4 cement concrete including all materials labour T&P etc. compelete in all respect.

Construction of 1.5 m high Boundary Wall as per type design in brick masonry including supply of all materials, labour, T&P etc. complete as per direction of Engineer in charge.

At OHT & Tube Well Campus

Providing of all materials and Construct of Barbed Wire Fencing through angle iron posts around the water works compound above boundary wall including all labour T&P etc. complete as per direction of Engineer in charge.

Providing and fixing of Iron Gate with Pillars of following sizes complete as per direction of Engineer in charge.

3.6 m wide

Supplying at site angle iron post of required size to split and bent at right angle in opposite direction for 15cm length and drilling holes upto 10mm dia angle size 50X50X6mm.

Supply of all Materials,Labours,T&P etc.and Construct a Pump House With Size (3.50 m x 4.50 m) Along with attendent Room cum Chloronome in size (2.50 m x 1.30 m) Over Tube Well as per Design and Drawings, including Cost of all Labour & Fitting all Complete also including all finishing and painting works, internal and external electric fittings, appron and drain surrounding of building, supply and fixing of 300 mm X 150 mm I section steel girder above column of roof slab etc. as per direction of Engineer in charge.

Providing and fixing woltman type bulk water meter inline type, flange end with integral mounted display and all neccessary fitting etc. complete. Size nominal dia bore.

125mm dia

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 on pillars

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)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 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) In R.C.C. block

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using TMT Bars

Supply of all labour, materials and T&P etc. and construct brick on edge papement inside proposed water works compound

Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. (Site development)

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 up to 1.5 m.

cs.negi

S. M. Construction

Shri Guru Agencies