Construction, Testing Commissioning of Anand Nagar West SVS Water Supply Scheme with Rising main, Distribution Main and Distribution Pipe Line, 50KL Capacity OHT, Tube Well, Repairing of Pump House and FHTC etc. at Ramnagar Block District Nainital

Rates for Construction, Testing & Commissioning of Anand Nagar West SVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, 50KL Capacity OHT, Tube Well, Repairing of Pump House & FHTC etc. at Ramnagar Block District Nainital

(OHT capacity - 50 KL, Staging - 18m)

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 polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.

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 (zone-III) : 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.

PUMPING PLANT AND ACCESSORIES FOR TUBEWELL

Submersible pump set of 200 LPM, 75Mt. 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 10.0 H.P.

S/o Submersible copper cable size 16 sq.mm.

S/o Main piping and valve with all accessories of 80mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 80mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt.

S/o Pressure gauge with fitting.

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

Chemical earthing material for 10.0 HP pumping plant including earth electrode, aluminium earth strip etc as per latest 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.

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.

DISTRIBUTION SYSTEM

Providing, Supply and Carting from site store to site of work, Laying & Jointing of G.I. screwed 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 C.C.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.C.C. Road (0.60 m x 1247 m )

Reinstatement of following type of road curface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. Bituminous Road (0.60m x 1538 m length)

Kaccha Road (0.60 m x 1391 m length)

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. (7609 X 1 X 1.25)

Constructing masonry Chamber for sluice valve/scour valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks 4 each

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.

Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks 1 Each

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)

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

Electromagnetic flow meters (for Bulk pipe lines) Type :Remote mounted display 100 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 required will be paid separately) : 100 mm diameter

House Service Connection 187 nos

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 31 nos

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

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

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

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.

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.

Sanitary Items

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 AND GATE :

Removing mortar from bricks and cleaning,bricks including stacking within a lead,'of 50 m (stacks of cleaned bricks shall be measured )From brick work in cement mortar(15.8.3)

Excavation in ordinary soil for foundation,'including lift upto 1.50m and lead upto 60 m and dispose of surplus earth as directed by'Engineer-in-charge.(2.7.1)

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)6.1.2

Brick work with F.P.S. bricks of class designation 75in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement: 4 coarse sand) 6.4.1

12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (13.1.2)

Finishing walls with water proofing cementpaint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm). (13.44.1)

Deduction- Old Brick

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 exceeding 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 ofspecified 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 ofreinforced cement concrete excluding the cost ofcentering and shuttering finishing and reinforcementall all work up to plinth level or in ground floor 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

Slab Beams

Brick work with common burnt clay F.P.S. (nonmodular) 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, joints mitered 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 applyinga 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 mmnominal size stone aggregate in1:2:4 (1 cement : 2coarse 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 Doors

Providing and fixing glass strips in joints of cementconcrete 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 morecoats) 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 sqm1.85

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 ofspecified 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).

Sanitary Items

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

CARTAGE OF MATERIALS

Cartage of G.I. Pipe, Specials and valves from Kathgodam rail head to the site of work by truck from to nearest road head.By Pucca road, By Truck and by Head 406.8 Qtl By Pakka Road 16 km

NIVEDITA DEVI