REHABILITATION OF URMILA SAGAR MEDIUM IRRIGATION PROJECT, DHOLPUR

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julifloratypna 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 . Ordinary

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 respect. For 5 to 15 cms depth, having Lined section

Dismantling cement concrete linning including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness. 7.5 cm.

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

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 manually or by plain roller with initial 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.

Compaction of earth or highly weathered strata 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. atleast 95% of Standard Proctors density

Compaction of earth or highly weathered strata 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. atleast 95% of Standard Proctors density Add extra over item no. 19 (b) for compaction in restricted area nearby structure or flanks by hand rammers or peumatic tampers.

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

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

Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50 m and lift of 1.5m complete in all respect

Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc.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 boulders and kankar & murrum 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 maximum 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 for canal bed of thickness. 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 maximum 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 for canal side of thickness. 7.5 cm.

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 with all leads of all construction materials including curing etc. complete in cement sand mortar 1:4 Add extra over item no. 1 to 7 for Masonry work in superstructure

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 with 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) up to plinth including all leads of all construction materials including curing etc. complete in cement mortar 1:4. Add extra for superstructure Brick Masonry on item no. 10

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) including all leads of all construction materials including curing etc. complete in cement mortar 1:5.

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 in cement mortar 1:4.

Providing and laying under drainage below canal lining consisting of porus 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.

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 filling joints with sealing compound and coarse sand with bitumen of grade 85/25(6% by weight)

Distance stones well dressed of required shape and size 60cm x23cm x7cm with distance marked engraved and exposed faces well painted.

Fixing of distance stone in 30x30x30 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 of pucca bench mark muttam of size 30x30x75 cm in cement concrete ( 1:3:6 ) with maximum aggregate size of 40 mm with 75 cm long MS angle, size25x25x5 mm embedded including curing tranportation and fixing at site etc. Complete with all leads & lifts

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

Supplying and laying aggregate in layers and profile as specified including all leads & lifts.

Broken ballast 40 to 80 mm size

Broken ballast 20 to 40 mm size

Dry boulder filling in required profile with filling of Voids etc. complete includng all lead & lifts, and well finished surface

RR stone pitching, hammer dressed with packing of voids from small stones including all lead and lifts, in required profile of 23 cm thickness (+-5% thickness tolerance)

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 up to 80 mm thick

Structural steel work in single section fixed without connecting plate inclusding cutting, hoisting, fixing in position and appling a priming coayt of approved steel primer all complete above plinth level upto 4.5 mtr. hight In flats, tees, angles and channels

Providing and laying in position of Cement concrete nominal mix (1:3:6) including all lead of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cemet: 3 coarse sand) and making good the joints excluding cost of centring shuttring and reinforcement. well graded crusher broken stone aggregate of maximum size up to 20 mm

Cut stone sills, slab, or lintels one 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. 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 NP-2

80 mm dia.

100 mm dia.

150 mm dia.

200 mm dia.

Re-handing of excavated material including loading unloading and dressing within initial lead of 50m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Earth/Soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.50m in dry or moist including dressing of excavated area and dewatering whereever required complete in all respect Hard soil mixed with kankar/boulders,Morrum

Providing and 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 the joints excluding the cost of centering, shuttering and reinforcement well graded crusher broken stone aggregate of maximum size upto 40 mm.

Providing and 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 the joints excluding the cost of centering, shuttering and reinforcement well graded crusher broken stone aggregate of maximum size upto 20 mm.

Providing, laying and fixing in position R.C.C. 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 NP-2 900 mm dia

Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50 m lead inclusive of dewatering whereever required

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

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)

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 depth above 30 cm

Extra on item 7 (c) if silt clearance is done under water & mud

Dismantling cement concrete including disposal of material with in 50 M lead, inclusive of dewatering wherever required.

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground with in 50 M lead, inclusive of dewatering wherever required.

Providing and laying in position of Cement concrete nominal mix (1:2:4) including all lead 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 cost of centering shuttering and reinforcement. well graded crusher broken stone aggregate of maximum size up to 20mm

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.

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

Providing and laying damp-proof course with cement concrete grade M-150 (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.

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. in cement mortar 1:4. Add extra for superstructure Brick masonry on item no. 10

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 in cement sand mortar 1:4

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

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)

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

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: 12mm

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 1:3:6 (1-Cement: 3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with 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

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

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.

P & F unplasticized poly vinyl 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

Providing, laying and fixing in position RCC spun or hume pipe with collers (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. 100mm NP-2

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 : 15 mm dia nominal bore market rate

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 : 25 mm dia nominal bore market rate

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 push type 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 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.

Short point (up to 3 mtr.)

Medium point (up to 6 mtr.)

Long point (up to 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. 40 A to 63 A rating Group -1

P & F 18 swg M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm 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

Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground with in 50 M lead, inclusive of dewatering wherever required.

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 20 mm

Distempering with oil bound washable distemper of approved brand and manufracture to give an even shade including all scaffolding. New work ( two or more coats) over and including scrapping and priming coat with the cement primer.

Precast terrazo tiles of approved make, 20 mm thick with marbal chips of size upto 6 mm laid in floors, and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 30 mm thick bed of cement sand mortar 1:4 Light shade using white cement.

Precast terrazzo tiles of approved make, 20 mm thick with marbal chips of size upto 6 mm in skriting & risers, trades of steps and dados 12 mm thick cement plaster 1:3 (1 cement : 3 course sand) jointed with neat cement slurry mixed with pigment to match shade of the tiles, including rubbing and polishing complete with tiles of : Light shade using white cement.

Polished Blue Kota stone flooring skriting, 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 & polishing complete For area of each slab from 2001 to 5000 Sqcm 30 mm thick slab

TIKAMSINGH H SIKARWAR