Laying and Jointing of D.I. Rising main Pipe line From Ashirwad Enclave Pump House to Garhi Chowk and Construction of Pump House at Ashirwad Enclave and its Appruntanent works under State Sector program

Amount

Pipe Line Work:-

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Cutting road surface for Pipe line trenches. Including stacking of serviceable material (i.e. stone ballast that will be reused in the laying of WBM) at site and disposal of unserviceable material to suitable disposal point beyond municipal limit as directed by Engineer in charge

a)Cutting Bituminous portion

b)Water bound macadam (25 cm avarage depth)

Reinstatement of cement concrete pavement and making good condition by providing cement concrete including form work, compaction & curing, etc., complete as per specifications and as directed by the Engineer-in-Charge.

1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate) cement concrete.

1:3:6 (1 cement: 2 coarse sand: 4 stone aggregate) cement concrete.

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

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329

200 mm dia Ductile Iron Class K-9 pipes

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000

Upto 600 mm dia

C.I. D/F Sluice Valves Confirming to IS: 14846-2000,Pressure PN 1.0

Sluice valve 200mm

Sluice valve 250mm

Supply of all material labour, T&P etc. construct sluice valve chamber as per department type design and specification.

Sluice valve chamber

Providing and laying in position cement concrete PCC 1:2:4 (Provision for anchor block)

Steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level.:- Thermo-Mechanically Treated bars of grade Fe-500D or more

Shifting of domestic water supply house connection coming in the alignment of sewer line/manhole chamber including excavation, refilling, supply of all material, pipes, specials etc., labour, T&P and making good complete as per entire satisfaction of engineer in charge.

15 to 20mm G.I, Pipe

25 to 32mm G.I. Pipe

Upto 63mm PVC Pipe

75mm to 110mm PVC Pipe

Construction of Road:-

Earth work in excavation by mechanical means /manual means in trenches in all types of soils such as moorum, sand, sandy silt, clay, black cotton soil mixed with boulder, bajri, kankar etc. including dressing of the side and ramming of the bottoms gettin

Disposal of excavated surplus earth and dismantled unserviceable materials from the site of trenches or chamber within a distance 8 km by trolley.

Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906

Providing and spreading granular sub-base /base/surface course with local materials such as RBM(River Bed Material) in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with smooth wheeled roller to achieve the desired density.

WBM Grading 1

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.

WBM Grading 2

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the

WBM Grading 3

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Premix carpet (including tack coat) as per PWD Specification

Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller.

19 mm nominal chipping size

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su

Bitumen macadam (grading-II) using 3.3% VG-10 bitumen (by weight of total mix)

Providing and laying semi dence bitumenus concrete with 100-120 TPH beach type HMP producing and average output of 75 tons per hour using crushed aggregate of specified grading premixed with bitumenous binder @ 4.52 5 % of mix and filler, trensporting the

SDBC for Grading I ( 13 mm nominal size ) using 4.75% VG-10 bitumen (by weight of total mix)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Pump House Work:-

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.

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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 shall be done with earth having total minimum compacted thickness 30 layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cantering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500 D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases for columns

Columns, piers, abutments, pillars, posts and struts

12 mm thick PC plaster in 1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete

15 mm cement plaster on rough side of single or half brick wall of mix:

1:4 (1 cement: 4 coarse sand) outer side

12 mm cement plaster finished with a floating coat of neat cement of mix :

1:3 (1 cement: 3 fine sand)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :

1:4 (1 cement: 4 fine sand)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(45x45x5)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate :-

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement of the slab, including rubbing and polishing complete with base of cement

25 mm thick

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :

4.0 mm thick glass panes

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

Painting wood 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 and manufacture

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :

New work (two or more coats) over and including water thinnable priming coat with cement primer

Quantity same as item no-11

White washing with lime to give an even shade

New work (three or more coats)

Quantity same as item no-10

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete.

Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),including pointing in white cement with an admixture of pigment to match the stone shade.

Granite stone of any colour and shade

Supply of all material labour, T&P etc and fixing of M.S iron gate as per type design..