Construction of Chapar Water Suppley Scheme

Amount

Supply of following sizes MSERW pipe conforming to IS 1978-198, YSt 210 grade , carting to site of work, cutting of pipes, to make suitable length according to site conditions and for fabricating bends of suitable size and angle by Gas cutter . Jointing of pipes by but welded joints (fabrication work)as per IS: 816-1969 (Welding) & IS: 814 (part 2)-1974(Electrodes) ,including supply of all electrods and gas for cutting and welding ,hiring ,carting of all etectric generator ,welding and cutting equipements etc complete , laying of pipe line true to alignment and as per direction of Engineer-in-charge after painting one coat of anti corrosive paint and testing of pipe line after complition of work. (IS:5822-1986)

MSERW pipe ,80 mm dia x4.4mm thick .

Supply of all Materials , Labours ,T&P etc. and Construction of RCC Reservoir of following capacities (In Kiloliters) supply and fixing of outlet, inlet, overflow and 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 8MT/M2 .

Supply of all Materials, Labours,T&P etc. and Construct a Pump House With Size (3.50 m x 4.50 m x 3.0 m) Above HFL on column along with attendent Room cum Chloronome in size (2.50 m x 1.30 m) as per Design and Drawings, including Cost of all Labour & Fitting all Complete.

Pump House With Size (3.50 m x 4.50 m x 3.0 m)

Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality) in trenches with cutting, threading etc complete. Confirming ISI 1239(Part-1)

80mm dia

65 mm dia

50 mm dia

40 mm dia

32 mm dia

25 mm dia

20 mm dia

Exacavating trenches of 0.6mx0.75m size for laying pipeline ramming of bottoms, depth upto 1.5 m including getting out the excavated soil & then refilling the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc and disposal of surplus excavated soil as directed within a lead of 50 m.

All soil (assuming 75% trenching)

Ordinary Rock (assuming 25% trenching)

Cartage of following sizes of sluice valves,lowering 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. Confirming to IS: 14846-2000

80mm dia (P.N 1.60)

80 mm dia (Brass/G.M. Valve)

65 mm dia (Brass/G.M. Valve)

50 mm dia (Brass/G.M. Valve)

40 mm dia (Brass/G.M. Valve)

32 mm dia (Brass/G.M. Valve)

25 mm dia (Brass/G.M. Valve)

20 mm dia (Brass/G.M. Valve)

Providing and fixing gun metal non- return valve of approved quality (screwed end) : 80 mm nominal bore (Vertical)

80mm dia (P.N 1.60)

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :

80 mm Dia

Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :Stone masonary (0.9x0.75x0.90)

Construction of Gate Valve Chamber including supply of materials, labours, T&P etc required for proper completion of work. (0.60x0.60x0.60)

(a) Construction of following sizes R.C.C. M-25 for construction of thrust block at bends in pipeline and Approach Bridge at Pump House including supply of all materials, labour, T&P etc complete. 0.60mx0.60mx0.6m (for 22.5° bend), 0.75mx0.75mx0.75m (for 45° bend) 0.90mx0.90mx0.9m (for 90° bend)

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)

(b) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars

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

Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.

Providing and fixing of G.I. pipe hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer.

Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC posts 150 mm x 150 mm placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 1705.

Supply of all labour, materials, and T&P etc and privide 2.0 m wide M.S. gate wicket with pillars as per departmental type design, at proposed water works site.

Supply of all materials,labours, T&P etc.and construct RCC stand post as per type design complete.

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. For Approach road along Rising main alignment

Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. Concrete road

Providing and fixing enclosed type fire hydrant conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 80 mm dia nominal bore.

Construction of Fire Hydrant chamber stone masonary 90x90x90 cm size as per type design and drawing complete

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 1:1½:3 (1 Cement: 1½ 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. Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars

PROTECTION WORKS construction of following type of Random Rubble Stone Masonry wall for safety of main structural works like pipeline, reservoir & Intake works including supply of all material, labour, T&P and royaltiies etc complete.(As per PWD Uttarakhand specifications)

Laid in 1:6 (cement: sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8

Shri Guru Agencies