Rehabilitation of Ram Sagar Irrigation Project Under RWSLIP Dholpur

Amount

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

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, dewatering wherever required complete in all respect.

Hard/ dense soil

Earth work in rough ( borrow area ) excavation for embankments in hard soil, morrum of highly weathered strata dry of moist, including laying in 20 cm layers ( before compaction ) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with intial lead of 250 m and lift ap to 1.5 m (Excluding charges for compaction and watering ) including loading and un-loading wherever required complete in all respect.

Extra charges for lead beyond 250m and upto 750m (for average ½ km)

Add extra for each subsequent lead of 500m or part, there of beyond ½ Km and up to 3 km

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

Watering of earth including cost of carriage of water when source of water is up to 1 km

Suppying and laying sand of grade as per design requirement in required profile including all lead and lift

Suppying and laying aggregate in layers and profiles as specified including all lead & lift, Broken Ballast 20-40 mm size

dry boulder filling in required profile with filling of viods etc. complete including all lead & lifts, and well finished surface

Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts (a) 23 cm thickness (+_ 5% thickness tolerance)

Dismantling of masonry with care inclusive of de-watering wherever required , for dry stone masonry or Pitching

Retaining wall, counter fort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc.

Centering and shuttering for piers, galleries,barrels,intake well , sluice well upto 5.0m height from base/floor level (To achieve F2 finish)

Extra labour charges for RCC due to obstruction in laying and placing there in forced cement concrete due to reinforcement. Columns,slabs,cantilevers projectionsstaircases,lintels,beams,chajjas,Retainingwalls,piers,abutments,galleries,arch covers, bed plates, sluice capstan bases etc.

Supply of MS reinforcement 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 Tor or ribbed bars(IS 1786-1985)

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. (i) at least 95% of Standard Proctor's density

P&F precast dense cement concrete (vibropressed) drains section block of different size as per approved drawing and design and strength as per IS Code 2185-1979 part–I of grade"D"(5mm2) proper quality of additive/admixture like plasticizeretc added to produce high quality and durable drain section blocks of required shape as per approved design and drawing complete with fixing and joining in cement mortar 1:4 in proper grade and level complete in all respect including dressing of earth work and disposal of surplus earth within 0.5 Km lead

Threading/Turfing of grass on slopes of bunds etc in rows 15 cm c/c in each direction including plouging ,levelling breaking of clouds ,removals of stones etc if required including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. D/S of embankment

Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a prime coat of approved steel primer all complete above plinth level upto 4.5 meter height - in flats , tees, angles, and channels

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

oiling greasing work of gate parts like Headstoke, Headstok parts, Roller assembly, Operating rod, Sealing Frame , Guide Tee with all labour tool and tackles etc. and material for vertical lift sliding type/ fix wheel gates excluding cardium compounds and gear oil (a) for gates size upto 1.0*1.0 m*m

Preparation of surface of existing concrete surface/masonry in lime mortar/cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.

37 mm thick shotcrete is to be applied after removal of defective concrete/masonry,cleaning of surface thoroughly, with compressor having base layer of 12mm, and second layer of 25mm thickness in cement concrete (1:2:1) after proper fixing of 9 gauge welded mesh of good quality rust free of size 50mmx50mm with anchors/clamps in stone masonry/concrete complete in all respect. Cement concrete comprising of cement, sand,coarseaggregate,water and quick setting compound in the proportion 1:2:1,sand and coarse aggregate confirming to IS383 and table no.1 of IS;9012 respectively.

Removal of Silt/soil/earth , sand , pebbles. "Malba" , debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering , loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50 M and lift upto 1.5 M with proper dressing on canal bed complete in all respact .For lined section.

For 5 to 15 cms depth

For 15 to 30 cms depth

Benching base and disposal the excavated material including dressing etc. Complete within lead upto 50 m and lift to 1.5m

Lip cutting and final dressing as per designed section including rehandling and disposal of excavated earth in layiur 20 cm on embankmentsetc.with cost of dewatering whenever required and complete in all respect.

Preparation and dressing the subgrade including removal of irregularities up to 7.5 cm in soil, ,morrum mixed with pebbles, small bouldrs and kankar & murrum for

For Bed and Collars

For Side slopes

Extra charges for water spray by nozzal on sub grade of canal including bed and side slopes before laying plain concrete for linning work.

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining using well graded crusher broken aggregate of ma3ximum nominal size 20 mm confirming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints , complete as per specification with all leads and lifts of construction material complete in all respect.75 mm thick lining

in bed for 7.5 cm

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining using well graded crusher broken aggregate of ma3ximum nominal size 20 mm confirming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints , water curing in bed and liquid members forming compound for curing lining on side slopes, complete as per specification with all leads and lifts of construction material complete in all respect.75 mm thick lining

Canal side of thickness 7.5 cm

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) in plinth including all leads of all construction materials including curing etc. complete in cement sand mortar 1:4.

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) in superstructure including all leads of all construction materials including curing etc. complete in cement sand mortar 1:4.

Providing and laying under drainage below canal lining consisting of porous concrete of mix ratio1:4 ( 1 cement :4 course aggregate ) 75 mm diametre,300 mm long supported by 75 mm thic layer of course aggregate 12.5 to 40 mm size and 50 mm thick layer of sand

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

Providing and laying cement concrete coping in (1:2:4) with maxium size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 50 mm.

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

12 mm thick

20 mm thick

Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness

12 mm thick

20 mm thick

filling of construction joint with bitumen based sealing compound , including painting the cement concrete sleeper below lining and sided of lining panel as per specification provided in is: 3384-1986 and all leads of all construction materials including cost of sealing compound , complete in all respect

Distance stones well dressed of required shape and size 60 cm*23 cm*7 cm with distance marked engraved and exposed face well painted.

Fixing distance stones i 30*30*30 cm pit excavated in all type of strata and back filling in cement concrete ( 1:4:8 ) projected 10 cm above ground level well finished and properly cured.

Construction ofpucca bench mark muttam of size 30*30*75 cm in cement concrete ( 1:3:6 )with maximum aggregate size of 40 mm with 75 cm long MS angle ,size25*25*5 cmembedded including curing tranportation and fixing at site etc. Complete with all leads & lifts

Construction of earthen dowel 0.50 m top width and 0.40 m height (area 0.40 sqm) including ramming, watering, & dressing etc. complete with all lead and lift.

Dismantling cement concrete lining including disposal of material with in 50 M lead incusive of dewatering wherever required of thickness

provding & 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 joints excluding the cost of centering, shuttering and reinforcement . well graded crusher broken aggregate of max size upto 20 mm

provding & laying in position of cement concrete nominal mix (1:2:4) 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 joints excluding the cost of centering, shuttering and reinforcement . well graded crusher broken aggregate of max size upto 20 mm

provding & laying in position of cement concrete nominal mix (1:1.5:3) 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 joints excluding the cost of centering, shuttering and reinforcement . well graded crusher broken aggregate of max size upto 20 mm

Cut stone sills,slab,or lintel sone face plain and edge hammer dressed including all lead and lift.151 to 200 mm thick

Labour charges for fixing stone patties/ lintals duly approved in cement sand mortar (1:3) and pointing underneath with cement sand mortar (1:3) for clear span up to 3.5 m of thickness. (b) above 8 cm

Supply and fixing in position of APM block made of C.I. as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concerning in C.C. (1:2:4) centering shuttering painting with red oxide finishing etc. complete in all respect cost of APM block (all size) per block

P & L 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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints

80 mm dia

100 mm dia

150 mm dia

200 mm dia

450 mm dia

600 mm dia

900 mm dia

Design , Drawing, fabrication, supply , erection , testing and commissioning of vertical lift sliding type gate with frame consisting of skin plate , sealing frame , stiffners, horizontal and verical girders, guide, stainless steel flat/ brass flat, rivets, wedge, lifting rods etc., with all accessories as per relevant is code including frame & gate complete set for canal cross , escape, head regulator / tank head regulator including cost of all materials, machinery, labour, cutting, welding, aligning , finishing , cleaning, seal fixing, tools & tackels etc. , applying two coat of zinc rich epoxy primer to give dry film thickness of 70+_5 micron and finish coat( two coats) of solvent less coat 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 with all lead & lifts, including packing & forwarding , transportation charges for structural steel component and other materials.

Re-handling of excavated material including loading ,unloading and dressing within intial lead of 50 m and lift of 1.5 m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect. (a) earth/soil

Random rubble stone masonry (using R R stones where 75% stone 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 1:4.

Random rubble stone masonry (using R R stones where 75% stone to be not less than 15 cm in size in any direction and weighing not less than 23 kg ) for superstructure including curing all leads of all construction materials including curing etc. complete in cement sand mortar 1:4.

Making standard type cement gauge including engraving letters and painting including scaffolding etc

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material,refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

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 : 3coarse sand) and making good the joints excluding the cost of centering,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40mm.

Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound including two coats of hot blown bitumen (2 kg/sqm) complete as per specification with glass strip 3 mm thick at a distance of 1 m interval : 50mm thick.

half brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) for partition wall including all leads of all construction materials including curing etc. complete

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix

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

Providing and fixing 50 mm thick cement concrete flooring with Metallic concrete hardener topping,under layer of 38 mm thick cement concrete 1:2:4 (1-cement:2-coarsesand:4-graded stone aggregate 20mm thick nominal size) and top layer of 12mm thick metallic concrete hardener consisting of mix 1:2 (1cement: 2 stone aggregate,6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sq m including cement slurry, rounding off edges etc.but excluding the cost of nosing of step etc complete.

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.

Doors

windows side hung(openable)

Distempering with dry distemper of approve brand and shade (two or more coats) and of required shade on new work , over and including , priming coat of whiting to given and even shade including all scaffolding

P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia

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 530x410 mm

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, I.S. : 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 450 mm x 300 mm

P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall 'A' (i) 15 mm dia nominal bore

P & F G.I pipes (internal work) with G.I. fittings (IS:1239-1992 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall 'A' (ii) 25 mm dia nominal bore

P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 750 litre capacity.

P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore

P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore.

P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm

P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore.

Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep.

Wiring of light point/fan/exhaust fan point/cell bell with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conduct 1.1 KV grade and 1.50 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 & its accessories round tiles 18 SWG MS box with earth terminal 6A switch, 3mm thick phenolic laminated sheet zinc plated/brass screws cup washers making connections testing etc as required.

i- shortpoint (upto 3 Mtr)

ii- medium point ( Upto 6 Mtr)

iii- long point (Upto 10 mtr)

Wiring of 3 pin 5 amp litght plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conduct 1.1 KV grade and 1.5 sq mm nominal size FR PVC insulated unsheated 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 & its accessories, 18 SWG 175mm x 100 mm x 60 mm M S Box with earth terminal, 6A socket, 3mm thick ISI marked phenolic laminated sheet, zinc plated/ brass screws cup washers making connections testing etc as required. On Board

P & F 240/415 V AC MCB with positive isolation of breaking capaciy not less then 10 KA ( B/C/D tripping characteristic) ISI marked IS 8828/1996 conforming to IEC 60898 in existing board sheet inluding making connetions testing etc as required.

40A to 63A rating Group I

P & F 18 swg MS Recessed fan box hexagonal/round of size 130 mm dia depth 75mm, 12mm dia rod fan hook with 100mm length extended on each side.

P & F strip type fluorescent 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 sheat) /electronic chock with terminal block duly pre wired with copper conductor including making connection testing etc as required ( wihout tube).

1 X 36 Watts with EB Group-1

P & F florescent tube rod in existing fixtures as required

36/40 watts Group I

P & F IP 43 protected street light luminaire on exsting bracket suitable for FTL /T 5 lamps. housing made out from CRCA sheet finished with stove enameled paint having deep drawn aluminium alloy power coated canopy reflector cum control gear tray UV Stablized clear ribbed acrylic diffuser held with synthetic gaske, mim 6 nos of toggles for securing acrylic cover with housing with all necessary accessories (Low loss copper chock, starter, starter seat) / Electronic Chock prewired with PVC insulated copper conductor including making connection testing etc as required ( without tube).

1 x 36 watts Group I

P & F paper phenolic resin bounded laminated confirming to IS : 2036-1995 for boxes/ frames including making holes for switches etc with brass screws, washers/ zinc plated nut and bolts as requirred. 4.8 mm thick Group I

P & F ISI marled 6 amp bakelite batten/angle holder including making connection testing etc as required. Grade I

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

Supplying and drawing FR PVC insulated and unsheathed flexible copper conductor ISI marked ( IS: 694) of 1.1 KV grade and approved make in existing surface or recessed conduit casing capping including making connections etc as required.

2x2.5 sq mm + 1 x 1.5 sq mm Group I

P & F Recessed/surface mounting heavy duty horizontal type sheet steel distribution board phophastised/ powder painted complete with suitable rating insulated copper bus bar, sorting link, neutral link, earth link and din bar, masking sheet, confirming to ISI3032 & IS8623 including making internal DB termination with copper lugs, testing etc required. 8 Way group I

P & F of Double ball bearing, capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware, flexible copper conductor, making connections testing etc as required. 225 mm sweep Group I

SITC of ISI mark( IS:8472) self priming monoblock pump set of approved make, TEFC, permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal, 1440/1500 RPM, single phase(180 to 240 V). Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively.

0.5 HP, 1-Ø, (6-28)Mtr, (45-7.5)LPM

NIYATI CONSTRUCTION COMPANY