Design and Construction of a pump house and installation of 2 nos. x 1700 LPS capacity M.F. pumps with allied infrastructures near Bonda Sluice Gate on EPC mode

Amount

PUMP & ANCILLERIES.

Supply of Horizontal Mixed flow water pump MF-60/65 for successfully handling of storm water with foreign suspended materials without clogging. The pump should have minimum discharge capacity 1700LPS (6120m3/hr) with minimum head 12.00Mtrs having efficiency 85% complete as per ISI specification and should consist of following : a) Horizontal mixed flow pump type MF-60/65 b) Suitable Electric Motor of 275KW/370HP c) Flexible Coupling/Helical Gear Box d) Accessories comprising of Base Frame, Coupling, Coupling Guard, set of Foundation Bolts & Nuts and a pair of Companion Flange e) PN 1.0 Rating CI Non Return Valve 900mm on delivery side f) PN 1.0 Rating CI Butterfly Valve 900mm on delivery side g) Panel board of 275KW Star Delta starter (IL-440A, Iph-254A) & 415V LT distribution Panel h) Priming system for above Pump set

Erection for commissioning of Kirloskar/ Crompton/Havells or equivalent make Mixed flow Waste water pump model MF60-65, with other ancillaries (as per items below) to successfully handle flood/storm water with foreign suspended materials without clogging. All arrangement to install the pump with ancillaries on RCC/CC base, as may be required as per supplied diagram of manufacturer, to be made including supply of all materials and labour complete

a) Installation of horizontal MF-60/65 pump (For Supply item at 1.a)

b) Installation of motor and gear box to be coupled with pump (For Supply item at 1.b & c)

c) Installation of base plate, Coupling, Coupling guard etc (For Supply item at 1.d)

d) Installation of PN 1.0 Rating CI Non Return Valve 900mm on delivery side suitable for mixed flow/waste water pump. (For Supply item at 1.e)

e) Installation of PN 1.0 Rating CI Butterfly Valve 900mm on delivery side suitable for mixed flow/waste water pump (For Supply item at 1.f)

f) Installation of starter control panel for motor of mixed flow/waste water pump (For Supply item at 1.g )

g) Installation of vacuum/priming pump set suitable for motor of mixed flow/waste water pump(For Supply item at 1.h )

h) Supply and installation of suction strainer to be fitted on MS suction pipe 1200mm as per IS specification and suitable for mixed flow/waste water pump. I)For supply of above items

h) Supply and installation of suction strainer to be fitted on MS suction pipe 1200mm as per IS specification and suitable for mixed flow/waste water pump. II)For installation of above items

i) Supply and installation of 1200mm MS bend at suction side as per IS specification and suitable for mixed flow/waste water pump I)For supply of above items

i) Supply and installation of 1200mm MS bend at suction side as per IS specification and suitable for mixed flow/waste water pump. II)For installation of above items

j) Supply and installation of 600mm x 1200mm MS eccentric reducer at suction side as per IS specification and suitable for mixed flow/waste water pump. I)For supply of above items

j) Supply and installation of 600mm x 1200mm MS eccentric reducer at suction side as per IS specification and suitable for mixed flow/waste water pump. II)For installation of above items

k) Supply and installation of 650mm X 900mm MS expander at pump delivery side as per IS specification and suitable for mixed flow/waste water pump. I)For supply of above items

k) Supply and installation of 650mm X 900mm MS expander at pump delivery side as per IS specification and suitable for mixed flow/waste water pump. II)For installation of above items

l) Supply and installation of 900mm up to 900 MS bend at pump delivery side as per IS specification and suitable for mixed flow/waste water pump. I)For supply of above items

l) Supply and installation of 900mm up to 900 MS bend at pump delivery side as per IS specification and suitable for mixed flow/waste water pump. II)For installation of above items

m) Supply and installation of 900mm MS dismantling joint at pump delivery side as per IS specification and suitable for mixed flow/waste water pump I)For supply of above items

m) Supply and installation of 900mm MS dismantling joint at pump delivery side as per IS specification and suitable for mixed flow/waste water pump II)For installation of above items

n) Supply and installation of 1200mm M.S. pipe line at pump suction side as per IS specification and suitable for mixed flow/waste water pump I)For supply of above items

n) Supply and installation of 1200mm M.S. pipe line at pump suction side as per IS specification and suitable for mixed flow/waste water pump II)For installation of above items

o) Supply and installation of 900mm M.S. pipe line at pump delivery side as per IS specification and suitable for mixed flow/waste water pump I)For supply of above items

"o) Supply and installation of 900mm M.S. pipe line at pump delivery side as per IS specification and suitable for mixed flow/waste water pump II)For installation of above items "

p) Supply and installation of XLPE Electrical cable 3.5core, 300sq.mm from i) Transformer to main switch board ii) Main switch board to Motor’s starter panel board iii) Starter panel to Motor. I) For supply of above items

p) Supply and installation of XLPE Electrical cable 3.5core, 300sq.mm from i) Transformer to main switch board ii) Main switch board to Motor’s starter panel board iii) Starter panel to Motor. II) For installation of above item

q) Supply and installation of overhead Hoist Crane (Gantry Crane) of 10 Ton capacity consisting of following items (All materials required to be supplied and commissioned)

i)Supply of Manually operated single girder Overhead travelling crane of 10 Ton capacity

ii)Supply of Granty girder for above crane at r.(i)

iii)Supply of LT rail for above crane at r. (i)

iv)Installation of above crane with other items.

s) Installation of Earthing stations of Pump house including lightening protection with supply of materials

t) Internal electrification including supply of exhaust fans, ceiling fans, stand fans, lights, wires, cables etc & also Priming motor connections

Construction of Electrical Sub-Station

a) Supply of 500KVA,11/0.433 KV, 4star rating, copper wound Electrical Transformer

b) Construction of 11/0433 KV, 2 x 500 KVA Sub-Station and installation Electrical Transformer including supply of poles.

c) Construction of Transformer Pad for placing 2nos 50KV Transformer

d) Payment of APDCL for Power line connection.

e) Payment of APDCL for Load security. (Maxumum quote of Rs. 700,000.00 Lakhs)

f) HTT riveeter cost (Feeder Metering)

g) Power meter

III. Civil Works: A. Construction of Pump House

2.8 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. 2.8.1 All kinds of soil.

2.35.3 Treatment of soil under existing floors using chemical emul- sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration .

2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2161.20

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts .

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources).

5.2 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand)

6.14 Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means.

7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

10.2 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

11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.1 1:4 (1 cement : 4 coarse sand).

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. sqm 928.65

11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick s

10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover .

10.10 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal- sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. 10.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 10.10 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal- sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. 10.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²

2.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m²

13.3 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement: 4 fine sand) sqm 402.15

13.39 Colour washing such as green, blue or buff to give an even shade : 13.39.1 New work (two or more coats) with a base coat of white washing with lime

20.1 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles metre 2333.50

Providing post beam plate bracket for granting crane of 10 Mtcapacity

Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart driven at atleast 0.75 m below ground and height above plint 2.5m. Split Jatti bamboo wall mud plastering white washing 2 coats, 10 cm thick touch roofing over bamboo rua frame placing at 0.15 m clear apart fitted with bamboo kamies from binding doors and windows with Bamboo Chattai strengthening with Bamboo frame binding with wire etc complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)

B. Suction Pit

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) Ordinary soil A. Manual means ( Depth upto 3 m) ( without de-watering)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (v) Marchy soil A. Manual means ( Depth upto 3 m) ( without de-watering)

Carriage of excavated muddy/slushy soil/garbage by truck of 10MT capacity & depositing the same in suitable dumping ground within an average load of 5.00Km including cost of P.O.L. and loading/ unloading charges etc. complete as directed

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. PCC grade M15 . i) Nominal mix (1:2.5:5)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 IV. RCC grade M-20

Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 a) In cement mortar 1:3

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supply of empty cement bags made of plastic/ polythene of capacity 50kg. including VAT & all other taxes etc.

Labour charge for laying and pitching earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed. (cement bags will be supplied by the department free of cost).

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 With TATA make TMT rebar

20.1 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles metre 2333.50

Laying and Jointing PVC Pipe. Heading

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) Ordinary soil A. Manual means ( Depth upto 3 m) ( without de-watering)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (v) Marchy soil A. Manual means ( Depth upto 3 m) ( without de-watering)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (c) Sand filling

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. PCC grade M15 . i) Nominal mix (1:2.5:5)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III.Random rubble masonry. In 1:3 cement mortar

Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8irected.i. With granular material

Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 a) In cement mortar 1:3

D. Channel cutting:

Earthwork in de-siltation of drainage channel to proper grade and slope up to required section including excavation of side slopes and bed of the channel in marshy /muddy soil, removal of all derbies like decomposed organic matters, plastic garbage, aquatic plants, water hyacinth etc, dewatering by manual means if necessary etc. and removing of the excavated soil and garbage /spoils up to a distance of 100m etc. including all lead and lift complete as directed (i) Ordinary soil A. Manual means ( Depth upto 3 m) ( without de-watering)

Carriage of excavated muddy/slushy soil/garbage by truck of 10MT capacity & depositing the same in suitable dumping ground within an average load of 5.00Km including cost of P.O.L. and loading/ unloading charges etc. complete as directed

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land Govt. Land

Haulage excluding Loading & Unloading A. Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-II: Unsurfaced Gravel Road (Lead upto 2Km)

E. Maintenance/ Repairing of road

Item : Collection of sand gravel containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site and payment of forest royalty etc. complete as directed.

Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed

Survey & Design charges

Survey & Design charges (quote for rate as 1 job)

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