Construction, Testing and Commissioning of Sawaldeh East SVS Water Supply Scheme with Rising main, Distribution Main and Distribution Pipe Line, Repairing of OHT and Tube Well, Pump House and FHTC etc. at Ramnagar Block District Nainital

Rates for Construction, Testing & Commissioning of Sawaldeh East SVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, Repairing of OHT & Tube Well, Pump House & FHTC etc. at Ramnagar Block District Nainital..

Over Head Repair (Radius 4.00m Tank height 3.60M OHT height 18.0m)

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage For vertical surface two coats @ 0.70 kg per sqm

For horizontal surface one coat @1.10 kg per sqm

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work

12 mm cement plaster finished with a floating coat of neat cement of,mix :1:4 (1 cement: 4 coarse sand)

Supply & applying of water based bio-degradable epoxy polymide chemical on MS flange for repairing of water leakage including all labour material T&P etc. complete as per direction of Engineer-in- Charge Rrpair OHT column pipe joints with pipe joints sealentsupto 0 to 10 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 10 to 20 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 20 to 30 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 30 to 40 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 40 to 50 feet height

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

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.

Supply and installation of Water level indicator (II level) including one set of sensor with its holding parts, 54 meter sensor cable armued with steel wire

PUMP HOUSE CUM CHLORONOME:

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.

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 upto 1.5 m.

CONCRETE WORK

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 : 8 graded stone aggregate 40 mm nominal size)

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

REINFORCED CEMENT CONCRETE WORK

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 : (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 upto plinth level. Thermo- Mechanically Treated bar

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete

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

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconies and access platform. With water proof ply 12 mm thick

BRICK WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 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

WOOD & P.V.C WORK

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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 screw

Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.. Single rubber stopper

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beadin

STEEL WORK

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.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) Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of tandard rolled steel sections, joints mitred and flash buttwelded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat ofapproved steel primer, but excluding the cost of other fittings, complete all as perapproved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size)

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4mm thick glass panes

FLOORING

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

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. 18 mm thick

FINISHING

12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand)

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

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster

White washing with lime to give an even shade New work (three or more coats

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @3.84 Kg/ 10 sqm )

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Supplying and filling in plinth withJamuna sand under floors ncluding, watering, ramming consolidating and dressing complete

Supply of all materials, labour T&P etc. required for construction of V-Notch etc. all 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

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

Cement concrete flooring 1:2:4. 40mm thick with 20mm nominal size stone aggregate

12 mm cement plaster 1:4 (1 cement : 4 finesand) 100

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Supply & Fixing of "V" Notch)

INTERNAL ELECTRIFICATION OF PUMP HOUSE: WIRING POINTS

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. Group A

Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).

MAINS & SUBMAINS

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cablein surface/ recessed steel conduit as required 2X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

DISTRIBUTION BOARDS, SWITCHES & MINIATURE CIRCUIT BREAKERS

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with onnections, testing and commissioning etc. as required.

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB/RCCB/Isolator) 2 + 4 way, Double door

S/F of power plug with 15amp. 250 volts flush type sockets in suitable M.S. box of 175mm×100mm size with bakelite sheet cover 3mm thick fixed with brass machine screws & washers complete in all respect.

PART - B: LIGHTING FIXTURES AND FANS FITTINGS

S/F of 1200mm long box type florescent tube light fitting suitable for 1*40 watt complete etc. (Cat-A) Philips etc.

Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

S/F of ceiling fan with all respects

S/F of 150watt sodium lamp street light with bracket & clamps in all respect.

S/F of Bulk Head fitting complete in all respect

RISING MAIN:

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 ofpipes and making required bends by welding, completion of work with testing of pipe line etc complete. MSERW Yst 210 grade Pipes 100 mm dia, 4.8 mm thick (Proposed Tubewell to Existing OHT) .

Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. Assuming that 10% pipe line will be laid open, rest will be laid into the trenches. In Soil mixed with boulders and bajari. .

Medium Rock

Supply and fixing of following sizes of sluice valves including all T&P material for completion of work for following sizes for rising main Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main. 100 mm dia. Cast steel Sluice Valve, W.P. 15 Kg/cm2

Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main 100 mm dia. Cast steel Reflux Valve, W.P. 15 Kg/cm2

Supply and fixing of following sizes of Air valves including all T&P material for completion of work for following sizes for rising main. 50 mm dia. Air Valve, W.P. 30 Kg/cm2

Painting on steel work with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade. Two or more coats on new work External surface of MS ERW Pipe 100 mm dia

Constructing masonry Chamber 1.2x1.20x100 cm inside, 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

Protection work

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge. In all kind of soil

Providing and laying Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications

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 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

DISTRIBUTION SYSTEM :

Providing, Supply and Carting from site store to site of work, Laying & Jointing of G.I. screwe pipes (including cost of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. (G.I. Pipe Medium Quality) 80mm

Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road

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 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 mix1.00×1.00×0.20

Cement concrete 1:3:6 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete P.C.C.1:4:8 in base 1.00×1.00×0.10

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 ) P.C.C.1:2:4 in top 1.00×1.00×0.15

Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. (6656 X 0.6 X 0.75)

SLUICE VALVE CHAMBER(MASONARY TYPE)

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 thecost of centring 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)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

12mm Cement Plaster of mix 1:6 (1 cement : 6 fine sand)

560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg.

AIR VALVE CHAMBER: (350 × 350 × 600MM )

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 centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand.

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)

12 mm cement plaster of mix 1:4(1 cement : 4 fine sand)

12mm cement plaster of mix 1:6 (1 cement : 6 fine sand)

Electromagnetic flow meters (for Bulk pipe lines) Type :Remote mounted display Flange end. 150 mm

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if requiredwill be paid separately) : 150 mm diameter (Class II)

Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technicalspecification) : 150 mm diameter.

80 mm diameter

House Service Connection.

Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. Excavation =12.00x0.60x0.60=4.32 Cum.

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') 15 mm dia.

Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore.

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore.

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.

Shifting of Existing House Connections.

Support structure for strouthering of FHTC Connections By using Brick Work with Plastering or by using PVC pipe 80mm dia filled with concrete as per direction of Engineer in charge.

HOUSEHOLD CONNECTION : Shifting of Connection

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.

Providing,Supply and Carting , laying jointing (including cost of jointing materials like white lead, hemp and oil etc.) fixing and testing of M.S. galvanised screwed and socketed pipes (Medium quality)as per IS 1239(part-1)/2004 , specials and fittings, including cutting etc. complete. - For 15 mm pipe.

Making connection with the existing G.I. pipe line of following dia including local cartage of required to site of work, cutting & threading of pipe, bailing out of water, making connection properly with fitting of specials, testing of joints, back filling, cleaning of site completly and returning of scrap material to local store but excluding cost of pipe and specials. -(15-25mm)

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main.

Specials

G.I. Union 15mm.

Nipple 15mm.

DUTY ROOM WITH TOILET & STORE SIZE- 3.0MX2.50M:

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)

Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not xceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr incl. getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soils.

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.

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 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement- all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)

Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.

Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. Foundation raft & tie beams

Columns

Beams

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 In foundation up to plinth

in superstructure

Half brick masonry laid in 1:4 cement and sand mortar.

40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections,jointsmitered and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Providing and fixing M.S. grills of required pattern in frame fixed to windows, ventilators by welding.

Cement concrete flooring 40mm thick with 20 mm nominal size stone aggregate in1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces.

Providing and fixing glass strips in joints of cement concrete floors 40 mm wide and 4 mm thick.

Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides)

Provide acrylic smooth exterior paint (two or more coats) to give an even shade.

Painting on doors and windows (two or more coats) over and including one priming coat.

Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.

Protection work.

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge. In all kind of soil

Providing and laying Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications.

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 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap

Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work. 15 mm dia nominal bore.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore.

Supply and fixing of PVC pipes for waste water and sewer pipes. 75 mm diameter

110 mm diameter

BOUNDARY WALL

Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site. 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 centring and shuttering -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.

Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand.

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)

12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand )

Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing

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.

Fencing with angle iron post placed at required distance embedded incement concrete blocks, 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 horizontal lines and two diagonals interwoven with 01/05/2012 - 1horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.

Supplying at site Angle iron post & strut of required size including bottom kilogram 73.30 41121 to be split and bent at right angle in pposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Size 50×50×6mm.

Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means infoundation 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 centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter

Reinforced cement concrete work in walls (any thickness), ncluding 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

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

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

12mm thick Plaster in mix 1:6 (1 cement : 6 fine sand)

Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing

Providing and Fixing of 40 mm dia G.I. conduit pipes including specials, cutting & threading etc. including supply of all materials, labour T&P etc. required for proper completion of the work.

Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers 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 approvedbrand or manufacture

Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and sq.m 3,452.80 43722 diagonal braces of 40x40x6mm angle iron, 3mm M.S. Gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer.

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

Provide and fixing glass panes of 28 cm × 10 cm. (2Nos.)

Supply of all labour, materials, and T&P etc and privide 1.2 m wide wicket gate with pillars as per departmental type design, at proposed water works site.

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

1.20 M WIDE WICKET GATE WITH PILLARS:

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 centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.

Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer 1-10-5-1 Using M.S. angels 40x40x6 mm for diagonal braces

Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturer 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 or manufacture

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.

making Recharge Pit through Boring/Drilling.

Transportation of suitable truck mounted ODEX/DTH drilling machine with all necessary connecting T&P required for drilling and connection of rig including leveling etc. complete in all respect as direction of Engineer in-charge.- for recharge.

Drilling of the bores as per is 2800-1979 using ODEX-115(TUBEX) attachment requireddrilling in alluvial, boulder, pebbles, gravels, rocky stone, sticky, clay, etc. in including cost of attachment consumable stores, bits, water, POL etc. complete with system of simultaneous lowering of 125 mm nominal bore PVC casing pipe witch will be Jointed together using sockets as per reqirement of ODEX complete in all respects as per direction of Enginner in charge.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia

Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, for all kind soil . as directed by Engineer-in-charge (3.14/4*2.5*2.5)*h

Extra for every additional lift of 1.5 m or part there of in excavation /banking excavated or stacked materials

Supplying, filling, spreading &leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (size 40 mm to 65 mm)

Supplying, filling, spreading &leveling coarse sand of size range 5 mm to 10 mm in recharge pit, in required thickness over gravel ayer, for all leads & lifts, all complete as per direction of Engineer -incharge.

supply & filling of charcoal ( wt. 208 kg/m3 density)

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete

Supply fabric and fixing of work display board as per standard shape and design

Cleaning and dressing of site with necessary surface drain including disposal of surplus earth and materials after completion

CARTAGE OF MATERIALS

GRAVITY MAIN ( Pipes )

DISTRIBUTION SYSTEM :

Pipes

E&M WORKS FOR PROPOSED SWALDEH EAST T/W PUMPING W/S SCHEME Cost of 200mm dia, 180Mt.deepTubewell.

Construction of 180 mtdeepTube well by Heavy Duty Rig Machine in the sandy, boulder and hard stone at tarai area to lower the assembly of 200mm dia from G.L to 180MBGL to get sand free Discharge 375lpm. complete as per following work at site. Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading and back transportation etc. complete in all respect

Installation of Rig machine, Camp equipage after site clearance, barricating at site.

Drilling 450mm dia size final bore from G.L. to 180.00 MBGL Including Arrangement of water, Geophysical logging of bore well & Collection of strata sample in box.

Dismantling of Rig machine after completion of work, Fitting of girder, clamp and well cap.

Preparing & Lowering of Tubewll assembly starting form G.L to 180Mt.BGL including cutting, welding as required at site complete with all T & P required.

Supply and lowering of 200mm dia 7.9mm thick M.S.E.R.W. Plain pipe.

Supply and lowering of 200mm dia 7.9mm thick M.S.E.R.W. Slotted pipe.

Supply and fixing of 200x100mm dia size M.S Girder 4Mt. Long.

Supply and fixing of 200mm dia Bail plug with hook.

Supply and fixing of M.S. heavy duty D.E clamp suitable for 200mm dia.

Supply and fixing of 200mm dia well cap.

Supply and feeding of pea-Gravel 2.00 mm to 3.00mm.

Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel including erection and dismantling of compressor etc.

Development of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant including erection and dismantling of O.P. Unit etc.

Chemical & Bacteriological Test.

Hydro-geological Survey.

Cost of Submersible pumping plant of 300LPM, 80M Head, 10HP with all accessories.

S/o Submersible pump set of 300LPM, 80Mt. head suitable for 200mm dia Assembly operating at 3 phase 50Hz AC supply.

S/o Spare Pump Set of same duty.

S/o Control panel cum ATS starter complete with accessories suitable for 10 H.P.

S/o Submersible copper cable size 35 sq.mm.

S/o Main piping and valve with all accessories of 100mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 100mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 78Mt.

S/o Pressure gauge with fitting.

S/o Chain pulley block of 10.0 Tonne capacity 4 Mt. lift spur gear tested on 14.5 Ton load

S/o Chemical earthing material for 7.5 HP pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules

S/o Main Switch 63 Amp.

S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt.

S/o 63 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Volt with change over switch and 3Core copper cable.

Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.

Liquid Chlorine required for six month maintenance.

S/o Chlorine Testing Kit.

Spare for switch gear.

Supply of Special tools and spanners with 2 Nos. chain wrench.

Installation, Commissioning & Testing of pumping plant and all accessories.

lntelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor, Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer.

Erection, testing and commissioining and modification of starter with AC and DC

Internal & external Electrification of Pump house.

1 Month trial running and 5 months maintenance including watch &ward.

Cost of GSM Based Automatation of Pumping Plant for tubewell . AUTOMATION OF SUBMERSIBLE PUMPING PLANTS

GSM based Intelligent Remote Terminal Units (IRTU) with Analog and Digital parameters and features as specified to store and transmit data on GSM backbone to LMS. And also compatible to communication for two pumps.

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna

Intelligent Energy Meter.

Valve actuator size 80mm.

Actuator panel

Isolation transformer

Auto phase reversal unit 0-40H.P.

Electromagnetic Insertion type Flow Meters for line sizes 80mm

Cables

(i) 2 Core 1.5sq.mm.

(ii) 4 Core 2.5 sq.mm.

(iii) 10 Core 1.5 sq.mm.

PVC conduit Pipe.

AC& DC, Relay lugs etc.

Installation, Testing, commissioning & customization of iRTU/PLC & software

Erection , Testing , commissioning & integration with SCADA station of following. Flow meter with clamps & complete accessories.

Actuator