Rehabilitation of Dundia Minor irrigation

Amount

Cutting and clearance of jungle bushes,shrubs,Ankaera/Ipomoea,Julicflora typna etc on bundin dry or moist/slurry conditions including disposal as per instruction of ingineer incharge . Cost of wood has been deducted from rates as this will be property of the contractor after cutting thick jungle

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.For Hard/dense soil. disposal of earth in D/S of slope

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.

Compaction by mechanical equipment such as sheep foot roller/pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of 98% of standard proctor density. For Dam Work

Compaction by mechanical equipment such as sheep foot roller/pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of 95% of standard proctor density. For Canal Work

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

Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure.

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 25 mm to be used only for spillway block joint

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.

Excavation for foundation of Dam in trenches/seams/faults and at other confined places in hard rock by line drilling including dewatering, disposal,loading,unloading and dressing of excavated material within initial lead of 50 m and lift upto 1.5 m complete in all respect. Toe wall

Providing and Laying in position of Cement concrete Design mix M-20 including all leads of all construction materials plasticizers ( if required) curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement :3 coarse sand0 and making good the joints excluding the cost of centring,shuttering and reinforcement. well graded crusher broken stone aggregate of maximum size upto (for mix design cement content considerd 400kg/Cum of concrete ) 40 mm

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

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 . 5-15 cm depth For lined section. RD 0 to 3750

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

Dismantling of stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 m lead, inclusive of de-watering where required in cement mortar

Preparation and dressing the subgrade including removal of irregularities up to 7.5 cm in soil, ,morrum mixed with pebbles, small bouldrs or highly weathered rock in bed lining

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 (minimum cement content 250 kg/cum of concrete ) for lining , using well graded crusher broken aggregate of msximum 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. Canal Bed of thickness (b) 7.5 cm

Providing and laying under drainage below canal lining consisting of porous conctete of mix ratio 1:4 (1 cement : 4 course aggregate 75 mm dia ,300 mm long sopported by 75 mm thick layer of aggregate 12.5 mm to 40 mm size and 50 mm thick layer

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 superstructure including curing all leads of all construction material including curing etc. complete in cement sand mortar 1:4.

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 thick.

Providing and filling joints with sealing compound and coarse sand with bitumen of grade 85/25(6% by weight) @3 m c/c

Distance stone well dressed of required shape and size 60x23x7 cm with distance marked engraved and exposed face well painted. At 500 M interval

Fixing of distance stone in 30x30x30 cm pit excavated in all type of starta and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured

Construction of puccca bench mark muttam of size 30x30x75 cm in cement concrete (1:3:6 ) with maximum aggregate size of 40 mm with 75 cm long angle 25x25x5 mm embeded including curing transporation and fixing at site etc. complete with all lead & lift. At 250 m interval

Constrction 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 . From RD 0 to 3750 (both side)

Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame, Leaf frame or any part of gate's, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. (A) Rate of work with all materials

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 20 mm.

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 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 mortar 1:4.

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 NOTE :- APM block fixed in C.C. after Adjusting throat with as per requirement and as per direction of Engineer-In- Charge

Plaster in Cement sand mortar 1:3 including racking of joints , smooth finishing and curing complete including all leads of construction materials 12 mm thick

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 ait tight including testing of joints 80 mm NP-2

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 ait tight including testing of joints 200 mm NP-2

Cement concrete nominal mix (1:1.5:3) M-20 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 20 mm.

Centering and shuttreing for slabs, beams lintels, columnstrough with or without caps and base including propping 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)

Dismanting 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.

Providing and Laying in position of Cement concrete Nominal Mix (1:2:4 ) including leads of all construction materials curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement :3 coarse sand0 and making good the joints excluding the cost of centring,shuttering and reinforcement. well graded crusher broken stone aggregate of maximum size upto 20 mm.

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

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 thick

Dry boulder filling in required profile with filling of voids etc complete including all leads and lifts and well finished surface. Below flooring

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

Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering all up to plinth level M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Brick masonry with F.P.S bricks of class desigation 75 in foundation and plinth with bricks. 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 complete as per specification 50 mm thick.

Brick masonry with F.P.S bricks of class desigation 75 in superstructure up to V level in all shapes and sizes : Cement mortar 1:4

Half brick masonry in Superstructure, above plinth level up to floor V level using brick of designation 75 Cement mortar 1:4

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level Thermo-mechanically Treated bars (Conforming of relevent IS code)

Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 12 mm thick.12 mm

Providing and fixing 50mm 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

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. Windows

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

Providing and laying cement concrete including curing,compaction etc. complete in retaining walls,return walls,walls(anythickness) including attached pilasters, columns ,piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,bed blocks,anchor blocks,plain window sills,fillets,levelling course etc upto floor five level excluding the cost of centering and shuttering.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).5mm thick coping

P&F Rain Water pipe 10 mm dia incling clamps

P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover,25 mm dia1M longG.I.over-flowpipe & 25 Cm.long was houtpipe with plug & socket,including making connection etc.,complete of approved design: Capacity 500 lit

Avni Construction Company

Ghosliya Construction Company