Rehabilitation of Arniya Irrigation Project District- Chittorgarh

Amount

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

Removal of slit/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 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect

Unlined section For depth above 15 cm but upto 30 cm having

lined section For depth above 15 cm but upto 30 cm having

For depth above 30 cm

Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 60 cms. Girth

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. In lime mortor

Demolishing lime concrete and disposal of material within 50 m lead, inclusive of de-watering wherever required

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

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

Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of Thickness (I)10 cm

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

Hard soil mixed with Kankar / boulders, Morrum

Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft / disintegrated Rock

Add extra lift for for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required

one no extra lift

Two no extra lift

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ 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 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 98% of Standard Proctor's density

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

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

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

Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter

Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter Broken ballast 20 to 40 mm size

Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts

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.

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

In Bed

sides

Brick masonry lining consisting of 12 mm thick plaster in cement mortar (1:6) on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3 over base plaster & 70 mm thick brick masonry in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing etc. including all leads of construction materials complete as per specifications.

In sides

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

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 (a) 25 mm

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Foundation including curing with all leads of all construction materials including curing etc. complete.in Cement sand mortar 1:6

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 CM 1:5

Add extra for Masonry work in Superstructure

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 (a)20 mm

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

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in cement sand mortar ratio. 1:3

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.

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

Dia 150 mm NP-2

Dia 150 mm NP-2 Labour Charges

Dia 200 mm NP-2

Dia 200 mm NP-2 Labour Charges

Dia 900 mm NP-3

Dia 900 mm NP-3 Labour Charges

Dia 1000 mm NP-3

Dia 1000 mm NP-3 Labour Charges

Dia 1200 mm NP-3

Dia 1200 mm NP-3 Labour Charges

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

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

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

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

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

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

Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type Dam Shutter gates interchangeable consisting of sealing frame (embedded parts), skin plate of shutters, stiffeners, horizontal and vertical girders, guide, stainless steel flat, lifting hooks, clits fasteners etc., with all accessories including frame & gate complete set for Barrage/ Stop dam/ waste weir / spillway including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, tools and tackles, seal fixing, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, including primer coating, should not be less than 350 microns., etc. complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials.

Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed.

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

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

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

Supply and fixing at site (except civil work required ) for accurate measurement off lowing waterth rough channels of calibrated pre-fabricated fibre-glassre inforced plastic (FRP) moulded cutthroat flume without any joint, with a side chamber provided in U/S connectingthrough pipe at bottom with water flowing flume accurate in dimensions andhaving accuracy of + 1 mm smooth & uniform surface with 0.013 as value ofrougosity,inside blue outside gray colour,withengravedgauge marking in cm and litre per second & engraved discharge table showing calculation discharge variationatevery 0.10 cmand flow measured at submerged condition etc. complete inall respect.The flumesshall consistfrom M.S. pipe frame embadedin moulding, lightin weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc.complete.

Up to 3 cusec, 3 mm thick

Up to 6 cusec, 4 mm thick

1 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.50 M including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 M. All kinds of soil.

Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate M10 grade Nominal Mix ( with graded stone aggregate 20 mm nominal size)

Random Rubble stone masonry for with hard stone in Foundation and Plinth in Cement Sand mortar above 30 CM thick wall in, Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Brick masonary in foundation and plinthwith bricks of class designation 75 Add extra over item no 5.1 for brick work in super structure up to third storey in CM 1:6

Providing and laying Damp-proof course with cement concrete grade M15 (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. 50 mm thick.

Centering & shuttering with Plywood or Steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor Three level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth 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 Three level.Thermo-mechanically Treated bars (Conforming of relevent IS code).

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto Plinth 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. . All work upto plinth level : M20 grade Nominal Mix.

P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm.

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

Pointing on brick or tile masonry in cement sand mortar 1:3( 1 cement : 3 sand) Flush / Ruled/ Struck or weathered pointing.

Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint.

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) 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 20mm nominal size) or with 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 panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required. Windows side hung ventilator top or center hung (openable ).

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

Providing and fixing Square bars or other flat welded to window, ventilatiors etc.

P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:15 mm dia nominal bore 'A' Class .

Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 15mm dia nominal bore.

P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :- Brass 400 gm. 15.00 mm nominal bore

P & F Stop cock (IS: 8931 Mark) superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.

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

P & F squatting Pan (Indian type) white glazed vitreous China 1st quality W.C. Pan ( IS: 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest). Size 510 mm.

P & F European type white glazed vitreous china 1st quality W.V. pan (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor

P&F Low level Flushing Cistern of 10 ltrs capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS: 7231.

P & F rigid PVC pipe (IS: 4985 mark) class 2 (4 Kg./Cm.) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant.

110 mm dia

75 mm dia

P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant:

Reducer 110x75 mm 110 mm

Plain Tee 110 mm

Bend 87 .5, 110 mm

Socket Plug 110 mm

WC connector bent type

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

P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. overflow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design, 1000 Litre ,

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) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Short Point (upto 3 meter)

Medium Point (upto 6 meter)

Long point (upto 10 meter)

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810- 53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.

2 x 6.0 sq.mm

of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

Double pole MCB(With B/C curve tripping Characteristics) 40 A rating

Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A

Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 )

Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tube including side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this Suitable for 4' LED Tube shape fixture for double rod

Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing

Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure "A" attacheded with this BSR 9 Watt