Supply and Laying and Jointing of pipe line And construction Rain water Harvesting Tank at Indralok colony Haridwar

Amount

Building Work : Pump House

Excavation in foundation in ordinary soil (loam clay and sand) including lift upto 1.5 m and lead upto to 50 m refilling, watering and remaining of excavated earth into trenches or into the space between the building and sides of foundation trenche

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

DPC 40 mm thick with 4 cm gauge stone ballast, local sand and cement in proportion of 4:2:1 in superstructure, including supply of all materials, labour, T&P etc. required for proper completion of the work.

At plinth level.

Appling bituminous coat on DPC layer

R C C 1:1.5:3 in foundation footing

R C C 1:1.5:3 in column in super structure.

R C C 1:1.5:3 in suspended floors roof slab and beam

Centering and shuttring

Foundation and footings

Columns, piers, pillars and abutments

Suspended floor, lintel and beam, slab beams etc

Reinforcement for RCC work.

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

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

Providing and fixing T iron frames for door, windows, and ventilators of MS tee section, joints mitered and welded with 15x3mm lugs 10cm long embeded in cement concrete block 15x10x10cm in 1:3:6 and applying primer coat of approved steel primer.

Glazed section glazed windows with fittings

Flush door shutters 35 mm thick

MS oxidised door, window fittings

(i) Sliding door bolts 300x16 mm

(ii)Tower bolts 250x10 mm

(iii)Tower bolts 150x10 mm

(iv)Handle 125 mm

MS grill of required pattern in steel windows

C C flooring 1:2:4, 40mm thick

12 mm CP in CM 1:6 (1 cement:6 fine sand)

15 mm CP on internal surface

6 mm thick cement plaster in cement mortar 1:3

White washing three or more coats

Finishing wall with water proofing cement paint.

Appling priming coat on wood work.

Appling priming coat on steel work.

Painting with synthetic enamel paint.

Applying antitermite treatment with specified chemicals under floors sides of foundation.

Supplying and filling fine sand under floor.

Supply and fixing of girder of 250 mm × 125 mm size 15 m, over the pump house including its painting with approved paint and also one coat of primer.

Rain Harvesting Tank and its appurtenant works.

Excavation in foundation in ordinary soil (loam clay and sand) including lift upto 1.5 m and lead upto to 50 m refilling, watering and remaining of excavated earth into trenches or into the space between the building and sides of foundation trenches.

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

R C C with 2 cm gauge stone ballast, local sand and cement in proportion of 3:1.5:1 in foundation footing for raft of Tank, including supply of all materials, labour, T&P etc. required for proper completion of the work.

R C C with 2 cm gauge stone ballast, local sand and cement in proportion of 3:1.5:1 in Walls of any thicknessof Tank, including supply of all materials, labour, T&P etc. required for proper completion of the work.

R C C with 2 cm gauge stone ballast, local sand and cement in proportion of 3:1.5:1 in roofs,Landing, ceiling &Beams etc.of Tank, including supply of all materials, labour, T&P etc. required for proper completion of the work.

Centering and shuttering including strutting,roping and removal of forms .

Walls

Beams plinth etc.

Foundations Footings ,raft

Mild steel or iron work in RCC work wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage etc.

40 mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 2 cm gauge approved stone ballast laid in panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting of cement and local sand and 1st class brick bal.

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

R C C Manhole cover and frame.

Providing and fixing of MS foot step resting in manholes with 2ox20x10 cm Cement concrete blocks 1:3:6 as per standard design (i) with 20x20 mm squre bar.MS flat at required spacing in wooden frames/MS frames

Excavation of pipe line in soil mixed with course sand, shingle, kankar, including refilling of trenches after laying of pipe line including watering ramming etc.

Supply and laying jointing of NP-3 class pipe 150 mm dia. Including cartage etc complete..

Constructing masonry Chamber 60x60x100 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 75x75x75 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

Disposal of surplus earth from site to other place up to 8.0 Km of Municipal limit.

Pipe Line work

Supplying carting , laying , jointing of full length 80 mm G.I. pipes (Class C ) for Rising main including all material with testing of pipe line complete.

Supply of G I pipe(M) including laying jointing Field testing,commissioning complete at site of G I pipe (M) as per IS 1339 Part-1 and specifications for water application including all cost of material, labour required, transpotation, loading,unloading& stacking etc.

Supply & Fixing of following CI D/F sluice PN 1.6 / Gate valve for flow regulation & scouring

100mm dia

Non Return Valve

100mm dia

80mm dia

Gate Valve

80 mm dia

25 mm dia

Excavation of pipe line in soil mixed with course sand, shingle, kankar, including refilling of trenches after laying of pipe line including watering ramming etc.

Constructing masonry Chamber 90x90x100 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

Sluice valve/ wheel valve chamber

Constructing masonry Chamber 30x30x50 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

Elecrical and mechecanical works

Tube Well

Hiring of Rig machine with all T&P including Transportation, instalation, remuval of drilling machine etc complete upto 90 meter deep tube wells.

Making slot in pipe dia 200 mm in 2.0 lenth etc complete.

Drilling/Boring of bore well by bentonite in soft clay and sand including water arranggment for driling ,shounding of pea gravel,back washing, collecting of samples from different strata, prepairing and submiting strata chat etc. includind supply of all materials complete.

From GL to 90 meter BGL

Per meter rate of reaming will be the 2% of the Driling rate of thepilot bore for per 25mm Dia increment in bore hole GL to 35 meter BGL for various dia will be.

For 200mm dia

Development of tube well by air compressor includind hirind of copressor, transportation, instalation,removal of compressor from site after completion of work with all T&P etc complete.

Development,yeild test of tube well by operating the pumping set continuosly for a desired period and measuring the discharge and drawdown of tube well at a suitable time interval as per the direction of engineer in charge including cost of energy.

Pumping plant

Supply of submersible pump with moter of 15 H P ,56 meter head,having discharge 500 LPM KSB Make complete.spare pump etc.

Supply of 8 mm cable .

Supply of column M S pipe D/F 80 mm dia 6.4 MM Thick with locking arrangement including lowering jointing etc complete.

Supply of M S D/ F Sluice valve of following dia including laying jointing etc complete.

Supply of Reflex valve of following dia including laying jointing etc complete.

, Supply and fixing of M S D/F Pipe 80 mm Dia etc complete.

Supply and fixing of 15HP panel etc complete.

, Supply and fixing of M S 80 mm Dia bend 900

MS Flange 20 mm thick

,Supply fixing of bore well cap with clamp etc complete.

M/s Indresh Kumar Contractor

M/s Safina Enterprises Engineers n Builders

goyal and sons