REHABILITATION WORK OF EARTHEN DAM,

Amount

Re-sectioning of Earthen Dam and laying of impervious core on top:-

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Add extra for excavated materials- (a) Beyond initial lead of 50 m & upto 2km

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect- (c) With lead beyond 250m and upto 2km

Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect- (a) not exceeding 20cm

Compaction of earth or highly weathered strata- (b) By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor/vibro sheep foot compactor required as per site condition to obtain dry density of- (ii) at least 98% of Standard Proctor's density

Add extra over item No. 19 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers.

Watering of earth including cost of carriage of water when source of water is upto 2km

Dressing of uneven embankment in required profile

Scrapping of grass and shrubs

Ploughing/ Picking of surface of old embankment

Permeability Test of soil in lab

Classification of Soil Group

Specific Gravity Test

Direct Shear test (without OMC, MDD)

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto-(d) 20 mm

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete(d)20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for :- (a) Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Vegetation Removal and Inspection road at d/s of dam

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting- (a) Ordinrary

Making new service road 4 to 5 m width including jungle clearance, cutting of trees upto 10 cms dia, cutting of humps upto 30 cms, height and filling local depressions, making of ramps on Nallah crossing etc- (a) Plain Area

Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect- (a) Earth / soil, lead upto 2km

Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect- (b) Mixed strata muck, lead upto 2km

Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 15cm

Spreading & consolidation of quarry rubbish / spalls to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.

Dressing of uneven embankment in required profile

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.- Dia 300mm of NP-3

Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto- (d) 20mm

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete- (c) In Cement mortar 1:5

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:- (a) 75mm

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:-20mm

Repair of Head Sluice Wells and Safety aspects

Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete(d)20 mm

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. - (b) In Cement Sand mortar 1:4

Add extra for superstructure brick masonry on item no 10

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: - (c) 12mm

Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1:4 mix including water proofing compound @ 2 % of cement used, with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.

Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.

White washing with lime to give an even shade including all scaffolding:-New work (three or more coats)

Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work.

Painting on new surface with duco paint (IC or equivalent) to give an even shade (minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:- On steel wrok

Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.

Repair & extension of U/s parapet wall and providing D/s wall at Embankment top:-

Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.- (b) Cement mortar

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto-(d) 20 mm

Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto (For mix design Cement content considered 320 kg/ cum of concrete)(d) 20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for :- (c) Retaining wall up stream or down- stream slope facings of dams and open faces of construction joints etc.

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete.- In Cement Sand Mortar 1:5

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:-20mm

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:- (a) 75mm

Compaction of earth or highly weathered strata in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers required as per site condition to obtain dry density of at least 98% of Standard Proctor's density.

Watering of earth including cost of carriage of water when source of water is upto 2km

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

Construction of VRB for inspection road

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.- (b) Cement mortar

Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect-(b) Hard /Dense soil

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(d) 20 mm

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete.- (c) In cement sand mortar 1:5

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio- (a) In Cement sand mortar 1:3

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:- (b) 20mm

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete(d)20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for :- (b) Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Dam Submergence Survey and Boundry Demarcation and fixing pillars

Survey work of existing dam taking level @ 30 meter longitudinal spacing for L-section and 5 meter trnsverse spacing for X-section and preparation of L- section showing top of embankment, u/s & d/s toe level, sluice, spilling arrangement of existing dam and Xsections indicating location and extent of pitching, sluice, face wall, filter toe, berms etc. To prepare and provide top plan and Xsection section of existing spilling arrangement (overflow/by wash) showing details of protection works/aprons, training wall, guide wall with block level [plan with levels @ 10 meter grid covering 50m u/s and 100m d/s area. Listing of visible distress in dam -section and spill and sluice arrangements is to be provided with this survey. Drawing of plan and sectional elevation of existing sluice, indicating u/s approach well, barrel and d/s toe wall up to joining of main canal indicating gate/operation system arrangement- (b) Height of Dam more than 10 meter from lowest nalla bed (For existing Dam)

Grid survey at interval of 30 x 30 meter to conduct submergence survey with total station instrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. [Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves and tables.]

Digitization of Jamabandi and providing excel sheet to the department. [Note: Jamabandi Register will be provided by Department]

Digitization of Khasra map with details in layers and providing soft copy (acad file). [ Note: Khasra map will be provided by Department]

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (c) Hard soil mixed with Kankar / boulders, Morrum

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto- d) 20 mm

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete-(d)20 mm

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material

Placing / Resetting of Rip-rap

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b) Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (c) Hard soil mixed with Kankar / boulders, Morrum

Dressing of uneven embankment in required profile

Supplying and laying sand in required profile including all lead & lifts.

Supplying and laying aggregate in layers and profile as specified including all leads & lifts- (b) Broken ballast 20 to 40 mm size

Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts-(b) 30 cm thickness (± 5 % thickness tolerance)

Rehabilitation of toe wall downstream of stilling basin

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required- (b) In cement mortar

Drilling holes of 35 mm diameter for anchor rods- (i) Upto 1.5m depth

Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc

Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum-(c) Max size of Aggregate 20 mm

Repair of spillway- civil work

Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.

Chipping concrete surface, cleaning the exposed surface of steel and concrete with wire brush, washing with water complete as per specifications excluding scaffolding etc.

Providing / Laying and finishing of Epoxy mortar (1:6), one part Epoxy Mix (Dobeckot 505 C+ EH411) and six part of quartz sand no 10 by weight in desired profile within open time ( Average thickness 10 mm)

Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 420 kg/ cum of concrete)

Add extra over labour rates for item No. 2 & 3 for II stage concrete for obstruction of II stage embedded parts & restricted working space- (a) In Vertical / radial block outs

Add extra over labour rates for item No. 2 & 3 for II stage concrete for obstruction of II stage embedded parts & restricted working space- (b) In Horizontal block outs

Centering and shuttering for 2nd stage concrete for F2 finish)- (a) For vertical blocks outs

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Nominal mix 1:2:4 of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. Max size of Aggregate 20 mm

Painting standard type gauge with black, red and white un-washable paints including cost of material

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal ofrubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.

Raised and cut pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. Cement sand mortar 1:3

Repair of spillway gates, stop logs, hoist bridge etc. (HM works)

Design, Drawing, fabrication, supply, erection, testing and commissioning of Automatic lifting beam with all accessories, like automatic detach/attach system, hooks/rollers, guides ,pins complete for handling, lowering and lifting of Stop log/ emergency gates including cost of all materials, machinery, tools and tackles, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint etc., complete as per specifications and including packing & forwarding, transportation charges for structural steel components and other materials.( per tonne weight)

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift fix wheel type sliding gate/inter changeable Stop log gates consisting of skin plate, stiffeners, horizontal girders, pulley, pulley supports, bracings, lifting lug, bracket, rubber seals, clamps plates etc., with all accessories as per relevant for Canal, sluice Vertical gates and spillway gates including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, seal fixing, tools and tackles etc., finishing, cleaning, applying two coat of zinc rich epoxy primer to give dry film thickness of 70± 5 microns and finish coat(two coats)of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 ± 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings complete, including packing & forwarding, transportation charges for structural steel components and other materials.

Dismantling steel work in built up sections in angles, tees, flats, and channels etc. including dismembering and stacking within 50 meters lead.

Fabrication work of Adequate capacity electrically operated rope drum hoist according to relevant IS code, consisting of hoist platform bridge, rope drums, connecting shaft, gear system, Reduction gear unit, electric motor, electro- magnetic brake system, control panel, pulleys, wire rope, gate position indicator, limit switch with inbuilt manual operating system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, toolsand tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials.

Fabrication work of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles,applying two coat of zinc rich epoxy primer to give dry film thickness of 70± 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150± 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be les than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings.

Fabrication work of Trestle assy/ Railing decking/Trash rack/Structural steel hoist bridge/ structural steel hoist supporting structure for monorail / Catwalk bridge for connecting spillway piers for all type of sluice with embedded parts consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all other accessories for operating gates, other structure including cost of all materials, machinery, labour, tools and tackles, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials.

Design, Drawing, fabrication, supply, erection and commissioning of Trestle assy/ Railing decking/Trash rack/Structural steel hoist bridge/ structural steel hoist supporting structure for monorail / Catwalk bridge for connecting spillway piers for all type of sluice with embedded parts consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all other accessories for operating gates, other structure including cost of all materials, machinery, labour, tools and tackles, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials.

Erection work with commissioning, testing for of Hydraulic Hoist for Spill way, Head Sluice & other Regulating gates, with all accessories like Power Pack, duly filled with oil, Hydrauliccylinder, Hydrauliccylinder pipeline, Limit Switch, Dial indicator panel, Cable, Control panel etc work excluding fabricated items including cost of all required materials, tools and tackles for erection work, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, etc., including packing & forwarding, transportation charges, as per specifications and approved drawings.

Labour charges for removal of existing wornout/ damaged bottom rubber sealof crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete.

Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete

Labour charges for removal of existing wornout/ damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts withgas cutter, providing holes in new rubber sea lin sertion of sleev sand fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete

Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.- (E) Rubber seal Flat type 75mm x12mm uncladed

Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. Complete ;- Rubber seal musical note type 100mm x44mm x14mm (44mm Bulb) Teflon cladded

Providing of High tensile MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. Complete

Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class "B" primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich primer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 ± 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylot or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete. :- Beyond 1.5m height.

Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class "B" primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich primer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 ± 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylot or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete. :- Upto 1.5m height

Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete which include applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer in- Charge

Providing and filling/ replacing gear oil of approved quality up to the required gaugelevelfor Reductiongearunitofhoists/ gantrycranes includingcost ofall materials, machinery, labour with all leads and lifts etc. complete.

River training work

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (c) Hard soil mixed with Kankar / boulders, Morrum

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.- (a) Soft / Disintegrated rock

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.- (b) Hard rock not requiring blasting

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.- (c) Phylite & other hard rock requiring nominal blasting

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(c) 40 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc

Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum(c) Max size of Agg.20 mm

Electrification work on dam

SITC of high mast lighting system (as per CP3-TR7/1996 of ILE, UK) consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm, mast head frame assembly with full cover, aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, suitable ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning of high mast. ( See table E - 13 for specs.) :- Group-1 [16.0 Mtr HM (in 2 section)]

Supply, installation, testing and commissioning of of integrated solar street " Light-16W having die-cast Aluminium /FRP body encases of solar PV panel 35Wp monocrystaline complaint to MNRE, specifications comprising of Lithium Battery, 11.1/12.8 V, 19.8AH with inbuilt BMS, High Brightness 16Watt LED Light (120-140 Lm/Watt) with 5000 Hrs. rated lamp light, driver efficiency 85% to 90%, CRI > 75, CCT 5000 to 6500 ° K, Microcontroller based high efficiency controller cum driver designed with automatic dimming function as per IEC standards complaint to IP-65 Dusk to Down operation, working temperature (-) 10 °C to (+) 55 °C, with adjustable clamp suitable for pole/wall mounting complete in all respect with protection like short circuit, overload, reverse polarity and battery protections, Light coverage must be 120 Degree or greater.

Supply, installation, testing and commissioning of mounting structure for solar street light comprising of tubular galvanized pole medium class in three section (75mm-2.25mtr, 65mm-2.00 mtr, 50mm-1.50 mtr) duly fabricated with welding or screwed with reducer's having extended arm of 600mm length of 32mm GI Medium class pipe, having 200mm x 200mm Galvanized MS base plate of 8mm thickness with four no. holes of 16mm for grouting. Installation of pole shall be done in either way directly to ground or with help of 4 Nos. grouting bolts of 16mm of 600mm length with 2 Nos. rings as directed by Engineer-in charge as per requirement of site complete installation will include 30 cm x 30 cm muffling with 1:2;4 cement concrete upto a depth of 75cm in ground and 25cm above ground duly plasted above ground level. Installation will also cover welding work required at site such as clamp welding and grouting bolts rings welding whatever needed at site as per direction of Engineer Incharge.

Construction of shed for DG sets and Supply & installation of DG Set

SITC of Silent DG Set (As per CPCB norms) complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator shall be self regulated with standard Alternator Protection( Over voltage , over speed & under voltage, under speed warning & shutdown). Engine shall have residential silencer, up to 3 M exhaust piping , electronic / Mechanical governor, Manual & electric Start ,Batteries, Engine instruments panel, AVM and with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mmCRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet & filled with 100mm thick glass wool(96Kg/m3)/Foam. as per IS 8183 the doors of 100 mm thick and fabricated from 1.6mm CRCA sheet packed with accoustic material, canopy fixed with axial flow fan , All doors/ opening are sealed with neoprene/EPDN gaskets. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring & control system, MCCB, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter, Ind.lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level shall be less than 75 dBA at a distance of 1 Mtrs. duly certified by authorised agency etc. complete in all respect of following capacity : - Group-1 (Radiator Cooled & Turbo Charged /AC : 70/80 KVA at 0.8 pf 415V 50Hz 3-ǿ)

S/F of DG Set Exhaust Piping insulation on 80 mm to 150 mm Dia. MS Exhaust Pipe- Asbestos rope insulation

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Supplying and laying sand in required profile including all lead & lifts.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(d) 20 mm

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete(d) 20mm

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. - (b) In Cement Sand mortar 1:4

Add extra for superstructure brick masonry on item no 10

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: - (c) 12mm

Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1:4 mix including water proofing compound @ 2 % of cement used, with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.

Providing and laying damp-proof course 25 mm thick with cement sand mortar 1:3 including two coats of hot blown bitumen (2 Kg. per Sqm) complete as per specification.

Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.

White washing with lime to give an even shade including all scaffolding:-New work (three or more coats)

Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work.

Painting on new surface with duco paint (IC or equivalent) to give an even shade (minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:- On steel wrok

Nominal mix 1:2:4 of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. Max size of Aggregate 20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc

Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.

Supply and installation of Lighting Arrestor

P & F of Early streamer Emission type lightning arrester on GI mast with air terminal configured as spheroid which is comprised of separate electrically isolated 4 panels surrounding an earthed central finial, the terminal shall be tested by CPRI for impulse current of 45 kA ( 8 / 20 Sec ) with 5 positive & 5 negative impulse, the arrester having following protection radius at level 1- (d) 60-79m

S & Laying of down conductor of 70 Sq.mm single core insulated flexible copper cable with accessories as required.

Access road to dam

Dressing of earth work including cutting and filling upto 15cm [MoRTH Specification Clause 301 to 305]

Box cutting/Trenching the Sub Grade to proper slope, camber and removing inequalities including removing deleterious stuff and depositing on the road side slopes (cutting of earth shall be paid separately in the respective item on the basis of classification of the excavation done by the Engineer (MoRTH specification clause 301 to 305)

Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4]

Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5] :- BY MANUAL MEANS : When Laying of earth in layers is done simultaneously with excavation of earth work with all lead and lift but excluding rolling and watering

Extra for watering the earth to bring the earth upto required O.M.C excluding rolling

Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :- For grading-I with CBR value not less than 30., to attain 100% proctor density.

Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means) :- Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken), Stone xcreening type-B

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface ) with additional 0.1Kg per Sqm emulsion

Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface ) with additional 0.1Kg per Sqm emulsion

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] :- Grading I (40 mm nominal size) - Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (60/70 grade) & thickness 50 - 75 mm

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect-(b) Hard /Dense soil

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(d) 20 mm

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete.- (c) In cement sand mortar 1:5

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio- (a) In Cement sand mortar 1:3

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:- (b) 20mm

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete(d)20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for :- (b) Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Repair of Buildings and construction of Control / Security room & protection works at dam site

Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.-(b) In cement mortar

Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.

Removing mortar from stones and cleaning stones and concrete articles including stacking (net quantity of stacks of cleaned materials will be measured)- In Cement mortar

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(d) 20 mm

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete(d) 20mm

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using-(ii) Tor or ribbed bars (IS :1786-1985)

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. - (b) In Cement Sand mortar 1:4 for superstructure brick masonry

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: - (c) 12mm

Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.

Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1:4 mix including water proofing compound @ 2 % of cement used, with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.

Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :- For area of each slab up to 900 Sq. Cm : [(B) 30 mm thick slab.]

Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete :- 20 mm thick slab area upto 900 Sq.Cm.

Providing and laying damp-proof course 25 mm thick with cement sand mortar 1:3 including two coats of hot blown bitumen (2 Kg. per Sqm) complete as per specification.

White washing with lime to give an even shade including all scaffolding:-New work (three or more coats)

Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work.

Painting on new surface with duco paint (IC or equivalent) to give an even shade (minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:- On steel wrok

Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.

Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 Cm. in ground embedded in cement concrete 1:3:6 (30x30x45 Cm.)corner and every tenth post to be strutted with (50x50x6 Cm.) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size-150mm x 150mm x 3.15mm.

P&F whie vitreous china double syphonic european WC (IS : 2556 Mark) with mounted WVC flushing cistern of (IS: 2556 Mark) of 10 litre capacity complete with all necessary internal fitting incl. cutting and making good the wall and floor.

P & F water closet Seat Covers with brass hinges complete :-Solid PVC (ISI marked) grade-I White for EWC.

P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor :- Size 530x410mm.

P & F WVC Foot-rest (IS:2556 Mark) including cutting and making good the floor size 250x125x25 mm.

P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :- Size 580 mm x 430 mm

P&F looking mirrors with PVC frame of approved (atul/equivalent)- Size 500x400mm

P&F towel rail or ring of approved quality /make:- C.P. brass towel rail elbow type with concealed screws size 450mm (heavy duty)

P&F liquid soap contained with brackets complete of approved make :- C.P. brass

P&F Soap dish or tray of approved quality/ make.- WVC (1st quality, ISI marked) recessed size 200x100mm.

P&F Bath shower of approved quality/ make- C.P. brassof Heavy & superior quality, revolving with adjustable key 150mm.

P&F Shower arm 15mm dia of approved quality/ make.- C.P. brass heavy & superior quality 220mm projection.

P&F extension pipe for bib cocks of approved quality/ make:- C.P. brass of Heavy & superior quality 50x15mm

P&F extension pipe for bib cocks of approved quality/ make:- C.P. brass of Heavy & superior quality 100x15mm

P&F extension pipe for bib cocks of approved quality/ make:- C.P. brass of Heavy & superior quality 150x15mm

Providing and fiixng C.P. flange for 15mm dia taps

P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors: Concealed pipe in wall incl. with anticorrosive bitumen paint- (B-type) ;- 15 mm dia nominal bore.

P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors: Exposed on wall- (B-type) ;- 25 mm dia nominal bore.

Making connection of G.I. distribution branch with G.I. main including all fitting.- Up to 25 mm dia.

Fixing water meter (IS:779: mark) and stop cock in G.I. pipe line including making chamber of approved size excluding cost of water meter & stop cock.

P & F Pillar Cocks (IS:8934 Mark) of superior quality and approved make :- C.P. Pillar cock 15 mm dia nominal bore.

P & F Bib Cock (IS:8931 Mark) Superior quality of approved make :- C.P. Brass bib cock, 15 mm nominal bore.

P & F Stop cock (IS:8931 Mark) superior quality & of approved make :- C.P. Brass 15 mm nominal bore.

P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete :- Brass wt. 750 gm, 20 mm.

P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.- C.P. Inlet connection 15 mm Brass (IS:8931 marked).

P & F 15 mm. Dia Connection pipe of approved quality/ make:- C.P. Brass Pipe with CP Brass nuts upto length 600 mm.

P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :- Gun-metal 15 mm nominal bore.

P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :- Gun-metal 25 mm nominal bore.

P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design.- 2000 litres capacity.

Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1.1 excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete- 150mm dia

Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete as per Rajasthan P.W.D. specifications : (Width W=Diameter of pipe in Cm+40 Cm.)(Excluding cost of pipe) :- 150mm dia S.W. Pipe.

Providing & fixing S.W. square mouth Gully trap 'A' grade (ISI marked) of approved make & design in existing man-hole.- Size 225 x 150mm

P & F Sand-cast Floor trap (Nahni) of (IS:1729 Mark) of approved quality / make with socket down or hinged grating including cutting and making good the floor- Size 100x100 mm.

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant- 75mm dia

Construction of manhole in all type of soil inner size 90 X 60 Cm. thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. :- Depth upto 0.5mtr

Construction of soakage well in all type of soil 300 mm thick dry masonry top and bottom 300 mm course in CM 1:6, 80 mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring, earth work complete as per approved drawing including disposal of earth within a lead of 50 mtr. :- Size 300 Cm. dia outside & 300 Cm. depth.

Supplying and fixing C.I. cover with frame, CI grating for chambers & man holes.

Construction of Open Surface Drain with 112 mm thick brick masonary in CM 1:4, 110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring, 12 mm 1:4 cement plaster on all exposed face of walls including top surface excavation & disposal of earth complete as per approved design/drawing:- 150mm drain, 225 mm Av. depth.

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.(Group-1) : i- short point (up to 3 m)

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.(Group-1) : ii- medium point ( up to 6 m)

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.(Group-1) : iii- long point (up to 10m)

Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, 6 A switch, 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.- Group 1 (On Board)

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required.- Group 1, Single pole & Neutral MCB ( 40 A to 63 A rating)

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required.- Group 1, Single pole MCB ( 40 A to 63 A rating)

Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required- Complete rate

P&Fstar rated double ball bearing capacitor start, aluminimum body & blade ceiling fan with down road upto 30 cm with 3 x 1.50 sq mm pvc insulated flexible copper conductor making connection testing etc. as required. (Group-1):- 1200mm sweep 5 Star rated

P&F18swg MS Recessed fan box hexagonal/ round of size 130 mm dia depth 75mm, 12mm dia rod fan hook with 100 mm length extended on each side.

P&F strip type fluorsent tube fitting fabricated from (CRCA sheet and finished with powder coating/stove enamelled paint)/(extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, Starter, starter seat)/ Electronic Choke with terminal block duty prewired with copper conductor including making connection, testing etc. as required (without tube) (Group-1):- 1x36 watts with OCCB

P&F flurscent tube rod in existing fixtures as required (Group- A1):- 36/40 watts (Triphosphor coated)(Minimum 5 star rating)

P&F IP 43 portected street light luminaire on existing bracket suitable for FTL/T5 lamps, housing made out from CRCA sheet steel finished with stove enameled paint, having deep drawn aluminium alloy, powder coated canopy reflactor cum control gear tray, UV stablized clear ribbed acrylic diffuser held with synthetic gasket,min 6. nos of toggles for securing acrylic cover with housing with all necessary accessories (Low Loss Copper Choke, starter, starter seat)/Electronic choke prewired with PVC insulated copper conductor including making connection testing etc. as required (without tube) (Gropu 1):- 2x36watts

P&F 18 SWG sheet steel boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surface or in recessed as required. (Group-1) :- 300mm x 375mm x 100mm

P&F paper phenolic resin bonded laminates confirming to IS :2036-1995 for boxes/ frames including making holes for switchs etc with brass screws, washers/ zinc plated nut and bolts as required. (Group-1) :- 4.8 mm thick

P&F ISI marked 6amp bakelite batten/angle holder including making connection testing etc as required. (Group-1)

P&F socket size flush type 120/280 watt rotary 5 step fan regulator including making connection testing etc as required. (Group-1)

supplying and drawing FR PVC insulated and unsheathed flexiable copper conductor ISI marked (IS:694) of 1.1KV gradeand approved make in existing surface or recessed conduit/casing capping including making connections etc as required. (FRLS IS :694) (Group-1) :- 1x1.5sqmm

Supply and fixing of power plug point accessories on 18 SWG metal box of size 175 x 100 x 60 mm on surface or inrecessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and scoket outlet, amking connection, testing etc. as required

Repair and Renovation of Building works at Irrigation Inspection house

Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:- 12mm

Providing and laying two coats of black rubberized water proof coating after cleaning the existing surface with wire brush, surface should be free from dust, loose particle, oil and grease etc. Apply 1st coat over surface or RCC/Stone slab/Lime terrace/and MS Tanks etc. and apply 2nd coat after drying completely 1st coat (drying period 8 hours) complete in all respects (as per manufacturer's specification).

Add extra over item No. 20., if 3rd coat is applied for highly affected surfaces.

Add extra over item No. 20., if white rubberised water proofing, is used in place of black as per manufacturer specification.

Add extra over item No. 22., if 3rd coat of white rubberised water proofer is applied for highly affected surfaces.

Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.

Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.

Supplying & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250x40x3mm fixed with M.S. bolt 5 mm dia 50 mm long duly embedded in cement concrete M-15 grade :-Sal wood Grade – I

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect- (b) Hard / dense soil

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(d) 20 mm

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete- (c) In Cement mortar 1:5

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio- (a) In Cement sand mortar 1:3

White washing with lime to give an even shade including all scaffolding:-New work (three or more coats)

Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on old work.

Painting on new surface with duco paint (IC or equivalent) to give an even shade (minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:- On steel wrok

Painting on old surface with duco paint (ICI or equivalent) to give an even shade (Minimum 4 coats) with preparation of surface by rubbing, primer coats, duco filler putty including polishing etc. complete:-On wood work.

Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 Cm. in ground embedded in cement concrete 1:3:6 (30x30x45 Cm.)corner and every tenth post to be strutted with (50x50x6 Cm.) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size-150mm x 150mm x 3.15mm.

P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :- Size 580 mm x 430 mm

P&F looking mirrors with PVC frame of approved (atul/equivalent)- Size 500x400mm

P&F towel rail or ring of approved quality /make:- C.P. brass towel rail elbow type with concealed screws size 450mm (heavy duty)

P&F liquid soap contained with brackets complete of approved make :- C.P. brass

P&F Soap dish or tray of approved quality/ make.- WVC (1st quality, ISI marked) recessed size 200x100mm.

P&F Bath shower of approved quality/ make- C.P. brassof Heavy & superior quality, revolving with adjustable key 150mm.

P&F Shower arm 15mm dia of approved quality/ make.- C.P. brass heavy & superior quality 220mm projection.

P&F extension pipe for bib cocks of approved quality/ make:- C.P. brass of Heavy & superior quality 50x15mm

P&F extension pipe for bib cocks of approved quality/ make:- C.P. brass of Heavy & superior quality 100x15mm

P&F extension pipe for bib cocks of approved quality/ make:- C.P. brass of Heavy & superior quality 150x15mm

Providing and fiixng C.P. flange for 15mm dia taps

P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors: Concealed pipe in wall incl. with anticorrosive bitumen paint- (B-type) ;- 15 mm dia nominal bore.

P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors: Exposed on wall- (B-type) ;- 25 mm dia nominal bore.

Making connection of G.I. distribution branch with G.I. main including all fitting.- Up to 25 mm dia.

Fixing water meter (IS:779: mark) and stop cock in G.I. pipe line including making chamber of approved size excluding cost of water meter & stop cock.

P & F Pillar Cocks (IS:8934 Mark) of superior quality and approved make :- C.P. Pillar cock 15 mm dia nominal bore.

P & F Bib Cock (IS:8931 Mark) Superior quality of approved make :- C.P. Brass bib cock, 15 mm nominal bore.

P & F Stop cock (IS:8931 Mark) superior quality & of approved make :- C.P. Brass 15 mm nominal bore.

P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete :- Brass wt. 750 gm, 20 mm.

P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.- C.P. Inlet connection 15 mm Brass (IS:8931 marked).

P & F 15 mm. Dia Connection pipe of approved quality/ make:- C.P. Brass Pipe with CP Brass nuts upto length 600 mm.

P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :- Gun-metal 15 mm nominal bore.

P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :- Gun-metal 25 mm nominal bore.

P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design.- 2000 litres capacity.

Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1.1 excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete- 150mm dia

Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete as per Rajasthan P.W.D. specifications : (Width W=Diameter of pipe in Cm+40 Cm.)(Excluding cost of pipe) :- 150mm dia S.W. Pipe.

Providing & fixing S.W. square mouth Gully trap 'A' grade (ISI marked) of approved make & design in existing man-hole.- Size 225 x 150mm

P & F Sand-cast Floor trap (Nahni) of (IS:1729 Mark) of approved quality / make with socket down or hinged grating including cutting and making good the floor- Size 100x100 mm.

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant- 75mm dia

Construction of manhole in all type of soil inner size 90 X 60 Cm. thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. :- Depth upto 0.5mtr

Construction of soakage well in all type of soil 300 mm thick dry masonry top and bottom 300 mm course in CM 1:6, 80 mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring, earth work complete as per approved drawing including disposal of earth within a lead of 50 mtr. :- Size 300 Cm. dia outside & 300 Cm. depth.

Supplying and fixing C.I. cover with frame, CI grating for chambers & man holes.

Construction of Open Surface Drain with 112 mm thick brick masonary in CM 1:4, 110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring, 12 mm 1:4 cement plaster on all exposed face of walls including top surface excavation & disposal of earth complete as per approved design/drawing:- 150mm drain, 225 mm Av. depth.

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.(Group-1) : i- short point (up to 3 m)

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.(Group-1) : ii- medium point ( up to 6 m)

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.(Group-1) : iii- long point (up to 10m)

Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, 6 A switch, 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.- Group 1 (On Board)

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required.- Group 1, Single pole & Neutral MCB ( 40 A to 63 A rating)

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required.- Group 1, Single pole MCB ( 40 A to 63 A rating)

Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required- Complete rate

P&Fstar rated double ball bearing capacitor start, aluminimum body & blade ceiling fan with down road upto 30 cm with 3 x 1.50 sq mm pvc insulated flexible copper conductor making connection testing etc. as required. (Group-1):- 1200mm sweep 5 Star rated

P&F18swg MS Recessed fan box hexagonal/ round of size 130 mm dia depth 75mm, 12mm dia rod fan hook with 100 mm length extended on each side.

P&F strip type fluorsent tube fitting fabricated from (CRCA sheet and finished with powder coating/stove enamelled paint)/(extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, Starter, starter seat)/ Electronic Choke with terminal block duty prewired with copper conductor including making connection, testing etc. as required (without tube) (Group-1):- 1x36 watts with OCCB

P&F flurscent tube rod in existing fixtures as required (Group- A1):- 36/40 watts (Triphosphor coated)(Minimum 5 star rating)

P&F IP 43 portected street light luminaire on existing bracket suitable for FTL/T5 lamps, housing made out from CRCA sheet steel finished with stove enameled paint, having deep drawn aluminium alloy, powder coated canopy reflactor cum control gear tray, UV stablized clear ribbed acrylic diffuser held with synthetic gasket,min 6. nos of toggles for securing acrylic cover with housing with all necessary accessories (Low Loss Copper Choke, starter, starter seat)/Electronic choke prewired with PVC insulated copper conductor including making connection testing etc. as required (without tube) (Gropu 1):- 2x36watts

P&F 18 SWG sheet steel boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surface or in recessed as required. (Group-1) :- 300mm x 375mm x 100mm

P&F paper phenolic resin bonded laminates confirming to IS :2036-1995 for boxes/ frames including making holes for switchs etc with brass screws, washers/ zinc plated nut and bolts as required. (Group-1) :- 4.8 mm thick

P&F ISI marked 6amp bakelite batten/angle holder including making connection testing etc as required. (Group-1)

P&F socket size flush type 120/280 watt rotary 5 step fan regulator including making connection testing etc as required. (Group-1)

supplying and drawing FR PVC insulated and unsheathed flexiable copper conductor ISI marked (IS:694) of 1.1KV gradeand approved make in existing surface or recessed conduit/casing capping including making connections etc as required. (FRLS IS :694) (Group-1) :- 1x1.5sqmm

Supply and fixing of power plug point accessories on 18 SWG metal box of size 175 x 100 x 60 mm on surface or inrecessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and scoket outlet, amking connection, testing etc. as required

NAV BHARAT BUILDCON PRIVATE LIMITED