Construction of Garbage Transfer Station along with Supply Erection and Commissioning and Operation

Earth Work

Earth work in excavation by mechanical means (Hydraulic Excavators) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil from 0 m to 1.5 m.

Extra for additional lift of 1.5m or part thereof in All kinds of soil from 1.5m to 3 m.

Extra for additional lift of 1.5m or part thereof in All kinds of soil from 3 m to 4.5 m.

In or under foul position, including pumping out water as required. (Excavation, where sewage, sewage gases or foul conditions are met with from any source, shall fall in this category. Decision of the. Engineer-in-Charge whether the work is in foul position or not shall be final.) 50% volume of total excavated quantity

Filling by 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.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m

Earth work in excavation by mechanical means (Hydraulic Excavators) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil from 0 m to 1.5 m.

Extra for additional lift of 1.5m or part thereof in All kinds of soil from 1.5m to 3 m.

Filling by 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.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m

Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant C clauses of section-300.

Earth work in excavation by mechanical means (Hydraulic Excavators) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil from 0 m to 1.5 m.

Extra for additional lift of 1.5m or part thereof in All kinds of soil from 1.5m to 3 m.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m Around Boundary Wall

Earth work in excavation by mechanical means (Hydraulic Excavators) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil from 0 m to 1.5 m.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m

Earth work in excavation by mechanical means (Hydraulic Excavators) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil from 0 m to 1.5 m. Excavation For Under Ground Water Tank

Extra for additional lift of 1.5m or part thereof in All kinds of soil from 1.5m to 3 m. Excavation For Under Ground Water Tank

Extra for additional lift of 1.5m or part thereof in All kinds of soil from 3 m to 4.5 m.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra Filling For Under Ground Water Tank

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m Surface Dressing For Under Ground Water Tank

Cement Concrete

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate notexceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table of MORTH Specifications 600-1, cement content not to be less than 200 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section-603.

Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc..

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate) PCC For Under Ground Water Tank

Reinforced Cement Concrete

Providing and laying in position specified grade of Reinforced Cement Concrete excluding the cost of centering, shuttering, finishing & reinforcement Up to plinth level Cement concrete Grade M-20 (Nominal Mix) with 20 mm maximum size of aggregate.

Reinforced Cement Concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts & struts, etc up to floor two level secluding cost of centering, shuttering, finishing & reinforcement.

Reinforced Cement Concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, tie beams, bands, plain windows sills, staircases & spiral staircases up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement with Cement Concrete grade M-20 (Nominal Mix) with 20 mm max size of aggregate.

Reinforced Cement Concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, tie beams, bands, plain windows sills, staircases & spiral staircases up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement with Cement Concrete grade M-20 (Nominal Mix) with 20 mm max size of aggregate.

Reinforcement for RCC work including straightening, cutting, Bending, Placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete Thermo Mechanically Treated bars

Providing and laying in position specified grade of Reinforced Cement Concrete excluding the cost of centering, shuttering, finishing & reinforcement Up to plinth level Cement concrete Grade M-20 (Nominal Mix) with 20 mm maximum size of aggregate.

Reinforced Cement Concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts & struts, etc up to floor two level secluding cost of centering, shuttering, finishing & reinforcement.

Reinforced Cement Concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, tie beams, bands, plain windows sills, staircases & spiral staircases up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement with Cement Concrete grade M-20 (Nominal Mix) with 20 mm max size of aggregate.

Reinforced Cement Concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, tie beams, bands, plain windows sills, staircases & spiral staircases up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement with Cement Concrete grade M-20 (Nominal Mix) with 20 mm max size of aggregate.

Reinforcement for RCC work including straightening, cutting, Bending, Placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete Thermo Mechanically Treated bars

Reinforced Cement Concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, tie beams, bands, plain windows sills, staircases & spiral staircases up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement with Cement Concrete grade M-20 (Nominal Mix) with 20 mm max size of aggregate.

Reinforcement for RCC work including straightening, cutting, Bending, Placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete Thermo Mechanically Treated bars

Providing and laying in position specified grade of Reinforced Cement Concrete excluding the cost of centering, shuttering, finishing & reinforcement Up to plinth level Cement concrete Grade M-20 (Nominal Mix) with 20 mm maximum size of aggregate.

Reinforcement for RCC work including straightening, cutting, Bending, Placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete Thermo Mechanically Treated bars Upto Plinth Level Assuming steel @ 100 kg per cubin meter

Brick Work

Brick work with well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in foundation and plinth In cm 1:4.

Brick work with well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in foundation and plinth In cm 1:4.

Brickwork with modular fly ash lime bricks (FALG Bricks) conforming to IS:12894 - 2002, class designation 100 average compressive strength in superstructure above plinth level up to floor 2 level including the cost of scaffolding : Cement mortar 1:4 (1 cement : 4 coarse sand)

Half Brick masonry with open bhatta of class designation 25 in superstructure above plinth level upto floor 2 level including the cost of scaffolding Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

Brick work with well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in foundation and plinth In cm 1:4.

Brick work with well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in foundation and plinth In cm 1:4.

Steel Work

Structural steel work riveted, bolted, welded in built up sections, trusses and framed work, including cutting, hoisting, fixing, in position and applying a priming coat of approved steel primer etc. all complete A Type Main Column (I section 600x210x12)@ 123.0kg/m B Type Main Column (I section 300x140x7.7)@ 46.1kg/m Top of the Truss (I section 300x140x7.7)@ 46.1kg/m 4mm iron Sheet covered to column @ 31.4 kg/sqm

Steel work in built up tubular trusses including cutting hoisting fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS :15622 (6 to 7mm thick) of approved make in all colours, shades exceptburgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed ofcement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with greycement slurry @ 3.3kg per sqm including pointing in white cementmixed with pigment of matching shade complete.oom and Toilet

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 flats 30x6mm for diagonal braces and central cross piece.

Flooring

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS :15622 (6 to 7mm thick) of approved make in all colours, shades exceptburgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed ofcement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with greycement slurry @ 3.3kg per sqm including pointing in white cementmixed with pigment of matching shade complete.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS :15622 (6 to 7mm thick) of approved make in all colours, shades exceptburgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed ofcement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with greycement slurry @ 3.3kg per sqm including pointing in white cementmixed with pigment of matching shade complete.oom and Toilet

Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Roofing

Supply and installation of precoated galvanised iron profile sheets(size shape and pitch of corrugation as approved by engineer in charge) 0.50 mm +- 5% total coated thickness (TCT) thick zinc coating 120 gsm as per IS-277 in 240 mpa steel grade 5-7 microns epoxy primer on both sides of the sheet and polyyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metres or as desired by engineer in charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55 mm) with EPDM seal or with polymer coated J or L hooks bolts and nuts 8mm diameter with bitumen and GI Limpet washers or with GI limpet washers filled with white lead complete upto pitch in horizontal and vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required.

Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 grams per square meter

Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete. providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 grams per square meter

Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.

Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.

Formwork

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

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

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

Suspended floors, roofs, landings, balconies and access platform.

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

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

Finishing

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

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand ) finished with a top layer of 6 mm thick cement plaster 1:6 (1cement:6fine sand)

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

Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand ) finished with a top layer of 6 mm thick cement plaster 1:6 (1cement:6fine sand)

Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

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

Building Water Supply

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

Building Drainage

Making soak pit 2.5 m diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 40 and S.W. drain pip 100 mm diameter, 1.8 m long complete. Over the filling shall be placed single matting which shall be covered with minimum layer of 7.5 cm earth. The shaft be covered with 7.5 cm thick stone or R.C.C. slab 10 cm wide and 10 cm deep brick edging with bricks of class designation 40 shall be provided round the pit. The connection of the open surface drain to the soak pit shall be made by means of 100 mm diameter S.W. pipe with open joints, as per standard design.

Sanitary Installation

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 580x440mm with integral type foot rests

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern.

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 require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.

Wood Work & P.V.C. Works

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : Other then teak wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S butt hinges with necessary screws excluding, panelling which will be paid for separately.. Second class teak wood 35 mm thick shutters

paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer‟s specification & drawing (for W.C. and bathroom door shutter).

Sub Bases, Bases (Non-Bituminous) And Sholuders

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratow roller to achieve the desired density, complete in all respect and as per relevant clauses of section-400. for grading - III materials

SUPPLY OF MATERIAL

Supply as per clause 514 including all lead and stacking etc. complete. Moorum with CBR not less than 20 and P.I. Not exceeding 6.

SITE CLEARANCE

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meter including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle

HORTICULTURE & LANDSCAPIN

Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).

Grassing with „Doob‟ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately). In rows 5 cm apart in either direction.

Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately).

RAINWATER HARVESTING, RECYCLE AND REUSE WASTEWATER

Construction of percolation chamber/pit including dismantling of floor area for contraction of pit, excavation in all type of soil/murrum, brick masonry with chimney brick TM-40 (with making outlet, inlet, outlet hole as per designe) in cement mortar 1:4, with 12 mm thick plaster in cement mortar 1:3.

Provided M-20 (with 20 mm nominal size) RCC cover 0.075m thick without frame for percolation pit including cost of steel.

Boring holes with Auger upto depth of 3.6 m for water harvesting system. 200 mm dia

Add for ever 50 cm depth where depth is more than 3.6 m

Providing PVC pipe slotted as per direction Engineer-in-Charge and fixing in Rain water recharge pit/Percolation pit or Soakway with jute coir wrapping pipe. 140 mm dia

Providing and laying filter material as given below in recharge pit/ percolation pit or soak pit/ waste water treatment system. Sand (1.5 mm to 2.00 mm)

Providing and laying filter material as given below in recharge pit/ percolation pit or soak pit/ waste water treatment system. Gravel/Pebbles (5 to 25 mm)

Providing and laying filter material as given below in recharge pit/ percolation pit or soak pit/ waste water treatment system. Brick bats

DRILLING OF TUBE WELLS

Construction of Ordinary Tube well

Drilling of perfectly vertical bore hole of 200mm diameter upto desired depth below ground level including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete. In all types of collapsible strata (intertrappean formation) including charges for transportation, lowering and fixing of 150mm nominal diameter GI casing pipe, welded joints only.

Providing and fixing of well cap on top of the tube well for protection 200mm dia M.S. Caps

Development, yield test of Tube wells

Labour charges for installation of submersible pumping sets at 50m or more depth temporarily in the tubewell for a maximum of eight hours for the purpose of conducting yield test for tube well. (Any one of the below depending on the approximate yield observed during drilling operations). Submersible pumping set upto 2.2 kW to 7.5 kW.

Disinfection of tube wells

Disinfection of tube well by using bleaching powder solution as per direction of Engineer-in-Charge including cost of all material & labour.

HDPE PIPES & SPECIALS

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) 50 mm dia@6 Kg/sq.cm : 50 mm dia@6 Kg/sq.cm :

140 mm dia@ 8 Kg/sq.cm :

Providing and laying Bend 90 confirming to IS specifications.

POWER CABLES & LAYING

Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor UNARMOURED 3 Core 6 Sq.mm.(XLPE)

Supply of XLPE Insulated power cable (conforming IS-7098) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor UNARMOURED 3 Core 6 Sq.mm.(XLPE)

Electrical (Pipes and Pump Sets)

"B" Monoblock type pumping sets (a) 2 H.P.

Supplying of ISI Marked Direct On-Line Starters confirming to IS 13947-4 with suitable over load relay range and contactor size, 415 V , 3 -Phase with two earthing terminals 0.75 / 1.0 / 2.0 / 3.0 / 5.0 / 7.5 HP

Labour charges for taking out the submerisble pumping set for tubewell after complition of yield test or development of tubewell. submerisible pumping sets upto 2.2 KW to 7.5 KW

"B" Monoblock type pumping sets (a) 2 H.P.

Supplying of ISI Marked Direct On-Line Starters confirming to IS 13947-4 with suitable over load relay range and contactor size, 415 V , 3 -Phase with two earthing terminals 0.75 / 1.0 / 2.0 / 3.0 / 5.0 / 7.5 HP

Electrical (ACCESSORIES, PANELS, LAMPS, TELEPHONE WIRES, FANS, LUMINAIRES)

Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary material complete as required confirming to IS :374/1979 with upto date ammendments. Ceiling Fan (Energy Saver 60 W)-1400 mm Sweep

Miscellaneous Item (Non SOR)

Weigh Bridge [email protected] lakh Each

Power Genrator (250 KVA)

Industrial Light

Exast Fan over Shed

Industrial RO

Air Conditioners (ACs) 1.5 Ton 5 Star Split

Supply of Transfer Station Equipment’s

Static Compaction System with Loading Mechanism

Detachable Containers 20 cum. Capacity

Hook Loader with vehicle

Description of Work / Item(s)

Operation and maitenance

Operation and maitenance cost fixed per month per year for 1st Year

Operation and maitenance cost fixed per month per year for 2nd Year

SHREE KRISHNA INFRASTRUCTURE

SHREE KRISHNA INFRASTRUCTURE