Rehabilitation of Nagla Zalim Singh Minor Kanwadi minor and Dhilawati minor of GMC system, Bharatpur

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. Thick

Ploughing and picking of surface of old embankement

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. Hard/dense soil.

Earth work in rough (borrow area) excavation for embankment 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 sheeps foot roller/pneumatic tyred roller to obtain dry density of at least 95% of standard procter's density with initial lift of 1.5m.with initial lead of 250 m . (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.

Earth work in rough (borrow area) excavation for embankment 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 mannually or by plain rollar with initial lead of 250m and lift up to 1.5m. (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect

Add extra for earth taken from private land with all lead and lift, land to be arranged by contractor through private negotiations. Item applicable on certification by EE. that no Government land is available within 250m from borrow area

Extra charge for disposal of excavated /rehandled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and unloading wherever required with cost of dewatering wherever required complete in all respect. Not exceeding 20 cm.

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

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 at least 95% of standard proctor's density.

Compaction of earth or highly weathered strata by mannually or plain rollar. (density 90% of proctor )

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 wherever required, and complete in all respect

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and Kankar & murrum For bed

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

Providing and laying under drainage below canal lining consisting of porous concrete of mix ratio 1:4(1 Cement : 4 course aggregate) 75mm diameter 300mm long supported by 75 mm thick layer of coarse aggregate12.5mm to 40mm size and 50mm thick layer of sand.

Supplying and laying under layer of bitumen saturated felt type 1

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 7.5cm. Add extra for super sulphate cement is to be used for linig of canal Bed & sides.

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 7.5cm. Add extra for placement of cement concrete lining with acrow type (or equivalent) steel slip from gantry. Add extra for super sulphate cement is to be used for linig of canal Bed & sides. Add extra for two coat of water based cemical curing used for sides of canal lining.

Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides 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.

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 20mm.

Providing and 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 the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 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 with all leads of all construction materials including curing etc. complete. in cement sand morter 1:5

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 super structure including curing all leads of all construction materials including curing etc. complete. in cement sand morter 1:5

Plaster in cement sand mortar 1:4 including racking of joint , smooth finishing & curing etc. complete including all leads of all construction materials of thickness 20 mm

Using Super Sulphate Cement (in bags) 50Kg in weight. (excluding cost of empty bags). Excluding contractor profit instead of Cement OPC/PPC (inbags) 50Kg in weight. As per IS1489 and IS 8112 (excluding cost of empty bags). in cement consuming works.

Supply of quarry rubish not more than 10 cm in size including all lead and lift.

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

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 50 mm

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

Supplying of M.S. 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).

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 20mm. RCC in Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

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. NP2

1000mm dia

Side shuttering including propping etc. complete (to achieve finish F 2 for block joints of foundation stilling basins buckets, Aprons etc. (non-suspended horizontally laid mass concreat)

R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification(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 all leads of all construction materials including curing etc. complete in 1:6 Cement Mortar

Demolishing stone rubble masonary including stacking of usable material and disposal of unusable material within 50 meters lead inclusive of dewatering wherever required in cement mortar

Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per second & engraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.

Up to 3 cusec 3mm thick .

Up to 4 cusec 3mm thick .

Up to 5 cusec 4mm thick .

Up to 8 cusec.4mm.thick

up to 20 cusec.5mm thick

up to 40 cusec.5mm +/- 1mmthick

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical Lift Sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders guide stainless steel flat / Brass flat, rivets, wedges, 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, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., 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 thckness 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 and lifts, including packing & forwarding, transporation charges for structural steel compenents and other materials.

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 (1:4:8) 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.

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 with all leads of all construction materials including curing etc. complete. in cement sand morter 1:6

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. In cement sand mortar 1:6

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. per sqm.) complete as per specification with glass strip 3 mm thick at a distance of 1 m interval 75mm thick.

Brick masonry (using well burnt clay bricks of size 230 x 110 x 70mm, class designation 75 as per specification) for super structure including all leads of all construction materials including curing etc. complete. In cement sand mortar 1:6

Half Brick masonry (using well burnt clay bricks of size 230 x 110 x70 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 excluding the cost of centering, shuttering and reinforcement for Beams , Suspended floors, roofs, griders having slopes up to 15 landings , balconie , shelves, chajjas, lintels, bands plain windows sills staircases and spiral staircases. M20 grade Nominal Mix

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Up to plinth level. Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.

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 75 mm.

Plaster in cement sand mortar 1:6 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials , of thickness: 20mm

Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.

40mm thick marble chips flooring rubbed and polished to granolithic finish under layer 28mm thick cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 12.5mm nominal size) including fixing of dividing strip (excluding the cost of strips) and top layer 12thick with marble chips of approved colour 7 mmto 10 mm nominal size laid in cement marble chips mix by weight in proportion of 2:3 (2 Cement :3 Marble chips) by volume including cement slurry etc. complete. Light shade pigment with ordinary cement.

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick

Marble chips skirting/dado rubbed and polished to granolithic finish 6mm thick with white marble chips of approved colour and size from smallest to 4mm nominal size laid in cement marble chips mix in proportion of 4:7(4 cement : 7 marble chips) by volume including fixing of dividing strips (excluding the cost of strips) complete in all respects : 18mm thick with under layer of 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) ordinary cement without any pigment.

Providing & fixing in cement mortar 1:4 double paitam (rebette) stone door window and ventilator frames of approved quarry size 100x75mm.

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) orwith wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes4 mm thick cooper glazing clips and special metalsash putty of approved make or metal beading with screws complete including priming coatof approval steel primer, excluding the cost of metal beading and other fiting except necessary hinges of pivots steel handles peg stay etc. as required: Windows side hung (openable)

Colour washing of all shades to give an even shade including all scaffolding .New work (two or more coats) with a base coat of white washing with lime.

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

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 PVC pipe ( 4 Kg/sq.cm As per ISI 4985) with with socket including all fittings in required size packed perfectly air tight including testing of joints. 100mm

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 : 1000 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). 1x36 watts Group I

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

SRI RAMA CONSTRUCTIONS