Augmentation of water supplyscheme Vijaypur Town incl. Operation and Maintenance cost of scheme for 05 Years under AMRUT 2.0

Amount

Deep Drilling of Tube Well by Direct Rotary / Reverse Rotary/ Dual Rotary Method (Turn key Basis) Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery(Complete Job)

Drilling of gravel packed bore hole of 530 mm diameter for lowering of liner assembly consisting of blind and strainer pipes of 250 mm dia mts in all types of strata by drilling to suite requirements and conditions. The wok excludes cost of blind pipe and strainer pipe upto the depth of 300 mtrs. a) From G.L to 200 meters below BGL

B) From 200M to 250 M BGL

Providing and lowering of linear assembly 250 mm dia . After welding upto the desired length and design approved by the competent authority/ Electric logging

Providing and lowering of linear assembly 250 mm dia slotted . After welding upto the desired length and design approved by the competent authority.

Providing of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilizaiton of tube well.

Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities.Stablization and testing of bore well by way of V T/ Submersible pump set as per IS code- part I 2800 of 1991 & IS- 2800 part-II of 1979 reaffirmed with upto date amendments pump set till the clear potable water having discharge as per specifications is yielded.Fabrication, providing and fitting of steel supporting structure for clamping of tube well housing using 2 Nos. parallel ISMb -250 of 5 M length each and MS Angle 40x40x6mm and MS plates 10mm thick with 2 Nos. cement concrete blocks of size 1.00 M x 1.00 M x 1.00 M 01 No. each of both ends the job includes well capping after yield test in presence of representative of the department. All, as per direction of Engineer-in charge (complete job)

Construction of Pump Room Building (size 4.8 m x 3.75 m ) 01 No. Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 mtr outside the periphery of the area cleared (Complete Job)

Earth work in excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted within a lead of 50 mtrs : All kind of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering , shuttering, finishing and reinforcement . All work upto plinth level in 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

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

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide

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

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

Providing and fixing on wall face unplastcised rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion single socketed pipes 110 mm diameter

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.

Making of Khuras 45x45cm with average minimum thickness thickness of 5cm cement concrete 1:2:4 over PVC sheet 1mx1mx400 micron finished with 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and cost of neat cemnt rounding of edges and making of finishing the outlet complete

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, etc consisting of following opeartions a) Applying a slurry coat of neat cement using 2.75 kg per sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer- in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatmemt b) lying brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement: 5 corse sand)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work ( two or more coats) ovet and including priming coat with water thinnable cement primer

Providing and fixing aluminium work for doors, windows , ventilators and partations with extruded built up standard tubular sections / apppropriate Z section and other sections of appproved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of requitred dia and size including necessary filling up of gaps at junctions i,e, at top, bottom and sides with required EPDM rubber/neoprene gasket filt etc.. Aluminium sectio shall be smooth , rust free, straight, mitred and jointed mechanically wherever requitred including cleat angle , Aluminium snap beading for glazing / penelling , CP brass,/ stainless steel, screws , all complete as per architecural drawings and the directions of Engineer-in- charge ( glazing, panelling and dash fasteners to be paid for separately) Powder coated aluminium ( minimum thickness of powder coated 50 microns)

For shutters of doors, windows and ventilators including providing and fixing of hinges/ pivots and making provision for fixing of fitting wherever required incluidijng the coat of EPDM rubber/ neoprene gasket required ( fittings shall be paid for separately ) Powder coated aluminium ( minimum thickness of powder coated 50 mm microns)

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. ( For door)

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminum round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge Powder coated minimum thickness 50 micron aluminum

Providing and fixing aluminum tower bolts ISI marked anodized (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: 100x10 mm

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

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of bricks lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Electrical Equipments for pump room building) 50 Watt LED : Supply , installation , testing and commissioning LED Flood Light Luminate equipped with specially dsigned heat sink, High performance electronic driver, ensure zero maintenance, High Surge Protection, 4KV, Average life L70850:50,000 Hrs, Operating temperature-10° C to +45° C Power 50W, Flux 4,250lm, Dimmention (mm) 220 x 50x 311, Weight 1.8 kg

12 Watt LED Bulb: Supply, installation, testing and commissioning Aesthetically designed higher wattage LED bulb for B22 lamp base, input voltage : AC 220-240V, 50/60Mz, Driver Type: Integral, Lumen output 10601m, (12 Watt LED Bulb)

PVC Conduit: Supply & Fixing of PVC conduit of size 25 mm for cable laying

Saddle Block: Supply , installation of saddle block 25mm for for fixing of conduit pipes

Gang Box: Supply & fixing of 8 Way Gang Box

Switch's: Supply & fixing of 6 amp. switch

Wire : Supply, laying and termination of 1.5 sqmm for lighting wire complete all

Wire : Supply, laying and termination of 2.5 sqmm for lighting

Screw: 1 inch & 1.5 inch for fixing of electric fixures

Rawal Plugs: Supply & Fitting of Rawal plugs for fixing of Electrical fixures

Holder: Supply & fitting of Pandent Holders for fixing of LED bulbs

Holder: Supply & fitting of Angle Holders for fixing of LED bulbs

Fan Dimmer: Supply & fitting of Fan dimmer for control of ceiling fan

Socket: Supply and fitting of 6 Amp. 3-pin socket

Square Block: Supply and fitting of Square Block for fixing of switch section

Cable supply : Laying & termination of 3.5 core 4 sqmm copper armond wire for pump to panel &

Cable supply : Laying & termination of 3.5 core 50 sqmm wire from feeder to transformer

Construction of Operator Room with Tiolet (4.8 m x 6.75 m ) 05 Nos. Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 mtr outside the periphery of the area cleared (Complete Job)

Earth work in excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted within a lead of 50 mtrs : All kind of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering , shuttering, finishing and reinforcement . All work upto plinth level in 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Half brick masonry in foundations and plinth : Cement mortar 1:3 ( 1 cement : 3 coarse sand)

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

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide

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

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

Providing and fixing on wall face unplastcised rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion single socketed pipes 110 mm diameter

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.

Making of Khuras 45x45cm with average minimum thickness thickness of 5cm cement concrete 1:2:4 over PVC sheet 1mx1mx400 micron finished with 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and cost of neat cemnt rounding of edges and making of finishing the outlet complete

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, etc consisting of following opeartions a) Applying a slurry coat of neat cement using 2.75 kg per sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer- in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatmemt b) lying brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement: 5 corse sand)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work ( two or more coats) ovet and including priming coat with water thinnable cement primer

Providing and fixing aluminium work for doors, windows , ventilators and partations with extruded built up standard tubular sections / apppropriate Z section and other sections of appproved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of requitred dia and size including necessary filling up of gaps at junctions i,e, at top, bottom and sides with required EPDM rubber/neoprene gasket filt etc.. Aluminium sectio shall be smooth , rust free, straight, mitred and jointed mechanically wherever requitred including cleat angle , Aluminium snap beading for glazing / penelling , CP brass,/ stainless steel, screws , all complete as per architecural drawings and the directions of Engineer-in- charge ( glazing, panelling and dash fasteners to be paid for separately) Powder coated aluminium ( minimum thickness of powder coated 50 microns)

For shutters of doors, windows and ventilators including providing and fixing of hinges/ pivots and making provision for fixing of fitting wherever required incluidijng the coat of EPDM rubber/ neoprene gasket required ( fittings shall be paid for separately ) Powder coated aluminium ( minimum thickness of powder coated 50 mm microns)

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. ( For door)

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminum round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge Powder coated minimum thickness 50 micron aluminum

Providing and fixing aluminum tower bolts ISI marked anodized (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: 100x10 mm

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 500x500 mm

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

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

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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:W.C. pan with ISI marked white solid plastic seat and lid.

Providing and fixing wash basin with C.I. brackets, 15mm 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 Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.

Providing and fixing PTMT Bottle Trap for Wash basin and sink: Bottle trap 38 mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.

Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 15 mm nominal bore

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm

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

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipes.

Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : inside dimensions 455x610 mm and 45 cm deep for single pipe line-

Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 610x510mm bowl depth 200mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 10 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of brick lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Electrical Equipments for pump house and Operator Room ( 5 Nos.) 50 Watt LED : Supply , installation , testing and commissioning LED Flood Light Luminate equipped with specially dsigned heat sink, High performance electronic driver, ensure zero maintenance, High Surge Protection, 4KV, Average life L70850:50,000 Hrs, Operating temperature-10° C to +45° C Power 50W, Flux 4,250lm, Dimmention (mm) 220 x 50x 311, Weight 1.8 kg

12 Watt LED Bulb: Supply, installation, testing and commissioning Aesthetically designed higher wattage LED bulb for B22 lamp base, input voltage : AC 220-240V, 50/60Mz, Driver Type: Integral, Lumen output 10601m, (12 Watt LED Bulb)

PVC Conduit: Supply & Fixing of PVC conduit of size 25 mm for cable laying

Saddle Block: Supply , installation of saddle block 25mm for for fixing of conduit pipes

Gang Box: Supply & fixing of 8 Way Gang Box

Switch's: Supply & fixing of 6 amp. switch

Wire : Supply, laying and termination of 1.5 sqmm for lighting wire complete all

Wire : Supply, laying and termination of 2.5 sqmm for lighting

Screw: 1 inch & 1.5 inch for fixing of electric fixures

Rawal Plugs: Supply & Fitting of Rawal plugs for fixing of Electrical fixures

Holder: Supply & fitting of Pandent Holders for fixing of LED bulbs

Holder: Supply & fitting of Angle Holders for fixing of LED bulbs

Fan Dimmer: Supply & fitting of Fan dimmer for control of ceiling fan

Socket: Supply and fitting of 6 Amp. 3-pin socket

Square Block: Supply and fitting of Square Block for fixing of switch section

Cable supply : Laying & termination of 3.5 core 4 sqmm copper armond wire for pump to panel &

Cable supply : Laying & termination of 3.5 core 50 sqmm wire from feeder to transformer

Pipe Works ( Providing and laying of Rising Main ( D.I. pipe) Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion For 100 mm dia D.I. pipes

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. For 100 mm dia D.I. pipes

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.16.64.1 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kind of soil For 100 mm dia D.I. pipes

Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 100 mm dia Ductile Iron Double Flanged

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100 mm dia Ductile Iron Class K - 9 Pipes

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 100 mm dia pipes

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm dia Class II

Providing and laying D.I. Specials of Class K-12 suitable for push-on jointing as per IS : 9523 Upto 600 mm dia.

Providing and fixing C.I check type Reflux ( Non- Return) valves complete with bolts, nuts, rubber insertions etc. Cast iron 100 mm and class 2 for PN 1.6 MPa

Fabrication and installation of manifolds, providing and fixing of sluice valves, fabrication of bends by way of welding and commissioning complete

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage of pipe , specials and fittings from 5 km to store by Mechanical Transport 100 mm dia D.I. pipes

Carriage of D.I. pipes, specials and fittings by head load avg. 500 mtr from stacking place to site of work

Providing and laying of Distribution System : GI pipes including household connections Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required Bituminous portion (For laying of G.I. pipes 100 mm dia nominal bore)

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm.(For laying of G.I. pipes 100 mm dia nominal bore)

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.16.64.1 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity (For laying of G.I. pipes 100 mm dia nominal bore)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:4:8 or leaner mix (i/c equivalent design mix)

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

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. All kind of soils

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium G.I. pipe 25 mm nominal (M)

G.I. pipe 50 mm nominal (M)

G.I. pipe 65 mm nominal (M)

G.I. pipe 80 mm nominal (M)

G.I. pipe 100 mm nominal (M)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) For proposed and existing 40 mm nominal bore

50 mm nominal bore

65 mm nominal bore

80 mm nominal bore

Provision for Welding of joints of pipes for making bends of required degree and for making joints water proof including retrofitting of existing Rising Main and Distribution System by plugging of leakages by Electric plant

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of surplus excavated earth and dismantled material upto lead of 5 km by Mechanical transport incl. loading, unloading and stacking

Carriage of pipe , specials and fittings from 5 km to store by Mechanical Transport

Carriage of pipes, specials and fittings by head load for avg distance of 500 mtr

Provision for fixing of household connections

Construction of chain Link Fencing 25 x 20 M with provision of MS Gate: Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. All kind of soils

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Structural steel work 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. Welded

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

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking

Repair of existing 40000 glns capacity GSRs (02 Nos.) Cement plaster ( in fine sand) 12 mm cement plaster of mix 1:4 ( 1 cement: 4 fine sand)

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm dia class II

150 mm dia class II

Repair of existing OHT ( 02 Nos., Near Railway Track and Thalori Brahmana) Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) Flooring

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled &honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. 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.23.23.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry thenfinally applied two coats of integral crystalline slurry @0.05kg/running metre per coat.

Providing and fixing double scaffolding system ( cup lock type ) on the exterior side of building/ structure, upto 25 mtrs height above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 mtr.c/c, horizontal and vertical tubes joint with cup and lock system with M.s tube, M.S tubes Challis M.S clamps and stairs case system in the scaffolding for working platform etc. and maintaining it in a serviceable condition of execution of work of cleaning and/ or pointing and/or applying chemical and removing it their after the scaffolding system shall be stiffened with bracings, runners connecting with the building etc. where ever required. if feasible, for inspection of work at required location with essential safety features for the work men etc, complete as per directions and approval of Engineer-in-charge.

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Repair of existing pump room (04 Nos.) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 mtr outside the periphery of the area cleared (Complete Job)

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

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. All kind of soils

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm diametre

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work ( two or more coats) ovet and including priming coat with water thinnable cement primer

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work.

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. Using M.S. angles 40x40x6mm for diagonal braces

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of bricks lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of sand , stone aggregate below 40 mmm nominal size, by head load upto a lead of 500 mtr incl. loading, unloading and stacking

Carriage of cement by head load lead upto 500 mtr incl. loading, unloading and stacking

Repair of existing compound wall ( 100 mtr): Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

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

Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of bricks lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking

Carriage of sand , stone aggregate below 40 mmm nominal size, by head load upto a lead of 500 mtr incl. loading, unloading and stacking

Carriage of cement by head load lead upto 500 mtr incl. loading, unloading and stacking

Chlorinator and Flow Meter: Supply, Installation, testing and commissioning of Liquid Chlorinator dosing pump along with allied works and supply of Hypochlorite solutionin drums of suitable capacities for 12 months requirement (L.S.) (At new tube well site )

Providing and fixing of Bulk Flow Meter complete with allied works 80 mm dia

100 mm dia

Tube well Guru Ravi Dass Mandir : a)Providing, Installation, Testing and commissioning of submersible Pump set having specifications of 5000GPH X 100 mtr Head along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, chain pulley block, washers and sundry items required at Tube well Guru Ravi Dass Mandir. b) Providing, Installation, Testing and commissioning of 63KVA servo voltage stabilizer along with allied equipments such as cables, nuts-bolts, washers and sundry items required at Tube well Guru Ravi Dass Mandir.

Tube well Railway Track : a) Providing, Installation, Testing and commissioning of submersible Pump set having specifications of 6000GPH X 100 mtr Head along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, chain pulley block, washers and sundry items required at Tube well Railway Track b) Providing, Installation, Testing and commissioning of 63KVA servo voltage stabilizer along with allied equipments such as cables, nuts-bolts, washers and sundry items required at Tube well Railway Track.

Tube well cum P/Stn Hanuman Mandir : a) Providing, Installation, Testing and Commissioning of automatic control panel for SPS 8000 GPH x 76 m Head along with allied electro-mechanical works at T/well cum P/Stn Hanuman Mandir. b) Providing, Installation, Testing and Commissioning of automatic control panel for HC Pumpset 8000 GPH x 135 m Head along with allied electro-mechanical works at T/well cum P/Stn Hanuman Mandir.

Tube well Vijaypur old : Providing, Installation, Testing and commissioning of HC Pump set having specifications of 8000GPH X 120mtr Head as standby unit along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, washers and sundry items required at Tube well Vijaypur Old. .

Tube well Shahshan Ghat : a)Providing, Installation, Testing and commissioning of submersible Pump set having specifications of 4000GPH X 100 mtr Head along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, chain pulley block, washers and sundry items required at Tube well Shamshan Ghat b) Providing, Installation, Testing and commissioning of 63KVA servo voltage stabilizer along with allied equipments such as cables, nuts-bolts, washers and sundry items required at Tube well Shamshan Ghat

Tube well Gagore: Providing, Installation, Testing and commissioning of HC Pump set having specifications of 7000GPH X 150mtr Head as standby unit along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, washers and sundry items required at Tube well Gagore. .

Tube well Swankha Morh: Providing, Installation, Testing and Commissioning of automatic Control Panels for SPS 5000 GPH x 100 metres Head and HC 10000 GPH x 100 m Head along with allied electro-mechanical works at T/well Swankha Morh. .

Tube well Vijaypur (New) Near Canal : • Providing, Installation, Testing and commissioning of submersible Pump set having specifications of 5000GPH X 100 mtr Head along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, G.I pipe Gantry post with 3 T chain pulley block, washers and sundry items required at Tube well Vijaypur (New) Near Canal. .

Tubewell Shamshan Ghat (Shiv Nagar Vijaypur) : a)Providing, Installation, Testing and commissioning of submersible Pump set having specifications of 5000GPH X 100 mtr Head along with allied electromechanical equipments such as cables, automatic LT control panel flanges nuts-bolts, chain pulley block, washers and sundry items required at Tube well b) Providing, Installation, Testing and commissioning of 63KVA servo voltage stabilizer along with allied equipments such as cables, nuts-bolts, washers and sundry items required at Tube well. c) Re-development of tubewell. d) Upgradation of existing electric sub station.

Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by operating and maintaining all the instruments during warranty period and maintenance period for 5 years with replacement/repair of all damaged or non functioning units /Components incl accessories.

Ist YEAR

2nd YEAR

3rd YEAR

4th YEAR

5th YEAR

Ms R K Gupta and Co

M/s cee kay Traders