Annual Rate of Year 2025-26 and 2026-27 for Operation, Maintenance and Repairing works under Jurisdiction of office of the Superintendent Engineer, Himatnagar Irrigation Project Circle Himatnagar

Dismantling the existing stone masonry including sorting out and stacking the useful material and removing the debris and making good the damages etc. complete as directed. In Cement Mortar

Dismantling the existing brick masonry including sorting out and stacking the useful material and removing the debris and making good the damages etc. complete as directed. In Cement Mortar

Dismantling the existing foundation concrete including sorting out the dismentalled stuff and stacking the useful material, removing the debris and making good the damages etc. complete as and where directed. Cement Concrete

Dismantling the R.C.C. work and disposing off the stuff including stacking of the useful materials etc. complete as directed.Light Reinforcement ( Main bar upto 16 mm. dia. )

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following diameters including refilling the trenches etc. complete as directed. NP_2 pipes 150 mm. to 400 mm.

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following diameters including refilling the trenches etc. complete as directed. NP_2 pipes 450 mm. to 600 mm.

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following diameters including refilling the trenches etc. complete as directed. NP_2 pipes 600 mm. to 900 mm.

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following diameters including refilling the trenches etc. complete as directed. NP_2 pipes 1000 mm. to 1200 mm.

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following diameters including refilling the trenches etc. complete as directed. NP_2 pipes above 1200 mm.

Dismantling the existing road surface including disposing off the dismantled materials and stacking the useful material as directed Cement concrete road

Dismantling the existing road surface including disposing off the dismantled materials and stacking the useful material as directed Asphalt road

Dismantling the existing road surface including disposing off the dismantled materials and stacking the useful material as directed WBM road

Dismantling the C.C. lining including including disposing off the dismentalled materials as directed etc. complete. 7.50 cm thick

Dismantling the disturbed "GABIONS" of size mention below, made of woven wire mesh and stone rubble including cutting and removing wire mesh, removing rubble, sorting out and stacking the useful material as directed and removing the debris and making good the damages etc. complete as directed. (a) 1.00 m x 1.00 m x 1.00 m size

Dismantling the disturbed "GABIONS" of size mention below, made of woven wire mesh and stone rubble including cutting and removing wire mesh, removing rubble, sorting out and stacking the useful material as directed and removing the debris and making good the damages etc. complete as directed.(b) 1.00 m x 1.00 m x 0.60 m size

Providing 10.50 cm. thick brick masonry partition wall in mortar of cement & sand in 1:4 proportion and cement plaster 12 m.m. thick in c.m 1:3 on both sides etc. complete.The 10.50 cm thick brick partition wall should be constructed in rich proportion for getting proper bond.

Providing burnt brick sandwiched type locally available (22.0 x 10.50 x 6.50cm) brick lining in C.M.1:3 in two layers of brick to be laid on a layer of 10 mm thick C.M.1:3 and a sandwich layer of 9 mm thick cement mortar in C.M.1:3 and 6 mm thick in C.M. 1:3 between top and bottom layers of brick including curing, scaffolding, watering etc. complete.

Scrapping out the old plaster and cleaning the surface including racking out the joints 20 mm. deep.

Scrapping out the old pointing and cleaning the surface including racking out the joints 20 mm. deep.

Providing cement pointing in C.M.1:3 for exposed face of dry rubble pitching including racking out joints 25 mm. deep including watering curing etc.complete.

Providing sand faced cement plaster 13 mm thick in C.M. 1:3 including watering, finishing, scaffolding, curing etc.complete

Providing cement pointing in C.M.1:3 to the brick masonry and stone masonry for exposed faces including watering, curing, scaffolding wherever necessary etc. complete.

Providing single coat of rough plaster 13 mm thick in C.M. 1:3 including watering, finishing, scaffolding, curing etc.complete.

Providing vata in C.M. 1:3 including finishing, curing,etc.complete size 0.10 m x 0.10 m.( Triangular)

Providing and laying integral cement based water proofing treatment with propietory waterproofing compound as per I.S.2645-1975 on roof terrace and extending the treatment upto required height of parapet wall by rounding the junction between slab and wall, with thickness of 110 mm. at center and tapering towards the parapet of thickness 70 mm. Including finishing smooth with cement slurry admixed with water proofing compound and marking false squares including removing old tiles/plaster etc.complete.

Clearing the canal land width including removing the trees up to 0.50 m. girth, bushes shrubs etc. including depositing the materials outside the canal land width as directed etc. complete.

Cutting down the trees of different girths, (at 45 cm above G.L.) including removing & grubbing roots below ground level within the canal boundary including stacking the wood outside the canal boundary as directed etc. complete. (a) Girth above 0.50 & upto 1.00 m

Excavation of canal in all sorts of soil including yellow, sand and gravel soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (MANUALLY) CANAL HAVING CAPACITY BELOW 5 Cusec (a) Lift 0.0 to 1.50 m depth.

Excavation of canal in all sorts of soil including yellow, sand and gravel soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (MANUALLY) CANAL HAVING CAPACITY Between 5 to 50 Cusec. (a) Lift 0.0 to 1.50 m depth.

Excavation of canal in all sorts of soil including yellow, sand and gravel soils and murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete for lead upto 50 m and lift for depth for cutting as under. (MANUALLY) CANAL HAVING CAPACITY ABOVE 50 Cusec (a) Lift 0.0 to 1.50 m depth.

Excavation of canal in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. ( By Machinery) CANAL HAVING CAPACITY up to 300 Cusec. Including dewatering.

Excavation of canal in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. (By Machinery) CANAL HAVING CAPACITY BEYOND 300 Cusec. Including dewatering.

Excavation of canal in soft rock including depositing the excavated stuff in uniform layers in canal banks or as and where directed including dressing the section etc. complete in varying lead up to 500 m & all lifts. (Machinery Based) CANAL HAVING CAPACITY UPTO 50 Cusec. (a) Lift 0.0 to 1.50 m depth.

Excavation of canal in soft rock including depositing the excavated stuff in uniform layers in canal banks or as and where directed including dressing the section etc. complete in varying lead up to 500 m & all lifts. (Machinery Based) CANAL HAVING CAPACITY between 50 to 300 Cusec. Including dewatering.

Excavation of canal in soft rock including depositing the excavated stuff in uniform layers in canal banks or as and where directed including dressing the section etc. complete in varying lead up to 500 m & all lifts. (Machinery Based) CANAL HAVING CAPACITY BEYOND 300 Cusec. Including dewatering.

Excavation of canal in hard rock including stacking the excavated stuff in spoil banks & sorting out usable rubble and stacking regularly as and where directed with lead up to 500 m & all lift. ( By Machinery ) CANAL HAVING CAPACITY between 50 to 300 Cusec. Including dewatering.

Excavation of canal in hard rock including stacking the excavated stuff in spoil banks & sorting out usable rubble and stacking regularly as and where directed with lead up to 500 m & all lift. ( By Machinery ) CANAL HAVING CAPACITY BEYOND 300 Cusec. Including dewatering.

Conveying the useful excavated stuff for extra leads and utilising it in canal embankment in layers of specified thickness as directed including breaking clods, dressing as per design section etc. complete for lifts as specified & lead as under. Lead beyond 50 m & upto 100 m (Manually)

Providing temporary motorable service road during construction including dewatering & maintaining the same etc. complete.

Providing and fixing in position 1.80 m high above finished ground level canal data boards of standard size 1.20m x 0.90m with M.S. angle 40mm x 40mm x 6mm with 3mm thick iron plate in 1:5:10 proportion concrete block size 40cm x 40cm x 75cm including painting existing data on the board etc. complete as directed.

Providing and fixing guard stone / boundary stone of size 20cm x 20cm x 75cm including white washing in two coats.

Excavation of canal side gutter in all sorts of soil including soft and hard murrum including depositing the excavated stuff in uniform layers in canal banks or as and where directed etc complete in varying lead upto 500 m and with all lifts. Including dewatering.

Compaction for making embankment for canal by laying in regular layers of 15 cm in thickness including breaking clods to 25 mm size incl. light rolling by suitable rollers with slight watering to facilitate rolling and dressing the side slopes etc.

Deepening of tank in all type of soil with yellow, sandy, gravelly soil including wet and slushy condition of soil including soft murrum & hard murrum by machinery including conveying and spreading excavated stuff as & where directed with lead up to 1.00 km and all lift etc. complete.

Fixing benchmark on existing structures, by surveying Canals / Drains by suitable levelling instrument including chaining, ranging, levelling, connecting, plotting, preparing TBM Register and digitized drawing etc. complete and submission in Hard copy and Soft copy.

Item Description

Surveying of Canals / Drains for L/S & C/S @ 30 meter or as required interval by suitable levelling instrument including chaining, ranging, levelling, connecting benchmark, plotting existing and designed C/S with calculation of earthwork with preparing Fieldbook and digitized drawing etc. complete and submission in Hard copy and Soft copy. (A) For Main Canals/ Branch Canals/ Main Drains.

Surveying of Canals / Drains for L/S & C/S @ 30 meter or as required interval by suitable levelling instrument including chaining, ranging, levelling, connecting benchmark, plotting existing and designed C/S with calculation of earthwork with preparing Fieldbook and digitized drawing etc. complete and submission in Hard copy and Soft copy. (B) For Distributary/Minors/Sub-minors/ Lateral and sub-lateral Drains.

Clearing the silt from the canal/drain bed by a digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for all leads and lifts. For Canals Below 20 Cusec. & 0 to 1.5 m lift.

Clearing the silt from the canal/drain bed by a digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for all leads and lifts. For Canals Between 21 to 250 Cusec. & 0 to 1.5 m lift.

Clearing the silt from the canal/drain bed by a digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for all leads and lifts. For Canals Above 250 Cusec &. 0 to 1.5 m lift.

Clearing the silt from the drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly in spoil bank for utilizing the same preparing the banks after breaking clods as and where directed for lead upto 50 m. and all lifts. FOR MAIN, LATERAL & SUB-LATERAL DRAINS. (BY MACHINERY)

Clearing the silt/debris from the pipe culvert/syphon/syphon well. Underground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debris etc. for all leads and lift. (A) For pipe culvert/ Syphon. (i) Upto 900 mm dia. Pipe.

Clearing the silt/debris from the pipe culvert/syphon/syphon well. Underground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debris etc. for all leads and lift. (A) For pipe culvert/ Syphon. (ii) Above 900 mm dia. Pipe.

Clearing the silt/debris from the pipe culvert/syphon/syphon well. Underground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debris etc. for all leads and lift. (B) For Syphon well / Chamber. (i) Upto 900 mm dia. Pipe.

Clearing the silt/debris from the pipe culvert/syphon/ syphon well. Underground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debris etc. for all leads and lift. (B) For Syphon well / Chamber. (ii) Above 900 mm dia.Pipe.

Clearing the silt/debris from the pipe culvert/syphon/ syphon well. Underground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debris etc. for all leads and lift. (C) For Underground pipe drain / Box drain. (i) Upto 900 mm dia. Pipe.

Clearing the silt/debris from the pipe culvert/syphon/ syphon well. Underground pipe drain/box drain for Drain/Canal by digging the same including depositing the excavated earth/debris etc. for all leads and lift. (C) For Underground pipe drain / Box drain. (ii) Above 900 mm dia.Pipe.

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Hydraulic Excavator 200 (0.9 CM)

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). JCB Hd Exc. Ex-j 5205 (0.9 CM) - Chain

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Hyundai Hydraulic Excavator R 210 LC 7V ( 0.9 CM) Chain

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Hyundai Long Reach Hydraulic Excavator R210 LC7LR ( 0.52CM) Chain

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured).Tata Hitachi Hyd, Excavator Ex -70 (0.3 CM) Chain

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Terex Vetra Loader (0.3 CM) - Wheel

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured) .BD - 65 BEML Bulldozer

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured) .BD - 50 BEML Bulldozer

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured) .Eicher Water Tanker 5000 ltr

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured) .Ashok Ley. Dumper (10 CM)

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Manforce Dumper (12 CM)

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Tipper

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). Dozer 80 HP for spreading @ 200 cum per hour

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). JCB 4 CX

Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured) .Tractor with Trailer

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the same outside and burning etc. complete from canal bed, top and both slopes of the banks, for canal with discharge. For Canals Below 20 Cusec.

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the same outside and burning etc. complete from canal bed, top and both slopes of the banks, for canal with discharge. For Canals Between 21 to 250 Cusec.

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the same outside and burning etc. complete from canal bed, top and both slopes of the banks, for canal with discharge. For Canals Above 250 Cusec.

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the same outside and burning etc. complete from canal bed, top and both slopes of the banks, for canal with discharge. For Main Drains.

Clearing the grass from canal / drain bed and slopes during irrigation season.

Providing and laying empty cement bag filled with cement and sand in proportion 1:20 incl. stiching and laying as and where directed.

Cleaning of under ground pipe line of following diameter, cleaning & removing silt, debris, vegetation, washing to make it fit for working condition. 225 mm dia

Cleaning of under ground pipe line of following diameter, cleaning & removing silt, debris, vegetation, washing to make it fit for working condition. 300 mm dia

Cleaning of under ground pipe line of following diameter, cleaning & removing silt, debris, vegetation, washing to make it fit for working condition. 450 mm dia

Overhauling and oiling greasing of CR/HR gates of branch/distributary/minor etc comp as directed Branch

Overhauling and oiling greasing of CR/HR gates of branch/distributary/minor etc comp as directed Distributary

Overhauling and oiling greasing of CR/HR gates of branch/distributary/minor etc comp as directed Minor

New / Repairing of steel gate including providing basic steel material; M.S. Shaft plate, angles, channels etc. incl. fabrication transporting to site & erection and painting etc. complete.

Providing hard murrum on canal service road including spreading the same and dressing the top surface in required grade and camber etc. complete.

Maintaining Service road jeepable by filling Quarry Spaulls in rain cuts etc. compl.

Clearing the canal Banks outer and inner Slopes by Jungle Cutting ,removing Vegetation, Ghabajaria,Trees,etc. along with burning it's and carrying away as and where required and as directed etc. completed by machineries.

Providing and fixing gauge plate of following size of material fiberglass reinforced plastic with engraved bands width and figures with necessary clits and fasteners and fixing the same at the site of work etc complete as directed. For 0.30 mt. x 1.00 mt. gauge patti

Providing and fixing gauge plate of following size of material fiberglass reinforced plastic with engraved bands width and figures with necessary clits and fasteners and fixing the same at the site of work etc complete as directed. For 0.20 mt. x 1.00 mt. gauge patti

Providing and fixing gauge plate of following size of material fiberglass reinforced plastic with engraved bands width and figures with necessary clits and fasteners and fixing the same at the site of work etc complete as directed. For 0.15 mt. x 1.00 mt. gauge patti

Providing and applying Rust Remover in two coats on open steel bars of old existing RCC structure including providing scaffolding, scrapping rusted bars and removing rust with emery paper etc. complete for all lifts.

Painting two coats of Coal Tar based black epoxy paint of approved make on steel surface to give an even shade including cleaning the surface of all dirt, dust, corrosion and other foreign material without damaging existing paint and with all material, labour, equipments, tools, consumables, scaffolding etc complete for hydraulic gates and embedded parts,gate platform,girder etc

Item Description

Oiling & greasing to gates & its components of Barrage incl. removing of old grease, cleaning the surface and embedded parts and applying new grease to and its components as directed etc. comp. ( gates)

Trimming of the canal section manually for preparing subgrade for laying cement concrete lining in all sorts of soil and murrum including watering and compacting bed etc. complete.

Providing and laying plain / reinforced cement concrete lining of Nominal Mix, M-15, (MSA-20 mm) in bed, side slopes and curvature, including mixing, transporting, placing, vibrating, smooth finishing, curing, including dewatering where required. (MANUALLY WITH CONVENTIONAL MIXER ) 7.5 cm thick lining in bed/slope - with water curing.

Providing and laying plain / reinforced cement concrete lining of Nominal Mix, M-15, (MSA-20 mm) in bed, side slopes and curvature, including mixing, transporting, placing, vibrating, smooth finishing, curing, including dewatering where required. (MANUALLY WITH CONVENTIONAL MIXER ) 10 cm thick lining in bed /slope - with water curing.

Providing 7.0 cm thick brick lining in one layer on 6 mm thick CM 1:3 over 16 mm thick impervious layer of CM 1:3 laid over 10 mm thick layer of CM 1:6 including filling 8mm wide joints with CM 1:3 , smooth finishing, curing etc. complete.

Providing and laying polyethylene film of 100 micron ( 400 gauge ) in bed and slopes of canal at the required level including providing and spreading sand layer of 20 mm thick below polyethylene film etc. complete.

Providing groove and filling expansion joint of size 12 mm wide and 25 mm deep in canal lining during construction with two coats of primer and filled with bituminous and fine sand in proportion of 2:1, as directed etc. complete.

Crack filling in CC Lining/RCC/PCC irrigation structure's components with epoxy based putty incl racking the cracks cleaning curing etc complete.Prime coat done with material of Resin+Hardener mixing of BIS quality material & quality that works in wetted condition. Pointing done with water plugging BIS quality material in first coat and after that second coat done with epoxy based putty of Resin Hardener mixing ( 1 part Resin +1 part Hardener ,+ 8 part Silica ). The rate includes cost of materials labours scaffolding equipments etc.

Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard murrum etc. in dry condition including depositing the excavated stuff in uniform layers in banks or as and where directed etc. complete for lead up to 500m and all lift. (BY MACHINERY) Including dewatering.

Dewatering during excavation of canals, drains, foundation trenches etc. by using pumps of suitable capacity either diesel or electric driven including cost of labour, pipes etc. for delivery distance beyond 100 m. (By Machinery)

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (a) C. C. Nominal Mix, M-10 and MSA-40 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (c) C. C. Nominal Mix, M-15 and MSA-20 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (d) C. C. Nominal Mix, M-15 and MSA-40 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (f) C. C. Nominal Mix, M-20 and MSA-20 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (g) C. C. Nominal Mix, M-20 and MSA-40 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (h) For Wearing Coat, (75 mm thick) C. C. Nominal Mix, M-15 and MSA - 10 to 20 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (i) For Wearing Coat, (75 mm thick) C. C. Nominal Mix, M-20 and MSA - 10 to 20 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For Foundation concrete / General purpose (j) For Wing wall / Return wall / Head wall / Coping etc. C. C. Nominal Mix, M-15 and MSA 20 mm

Providing & Placing in position reinforcement bars including cutting, bending, welding joints where necessary, hooking etc. complete as per drawing for all lead and lifts. TMT / CRS (FE 500 D)

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 300 mm dia pipe.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 450 mm dia pipe.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 600 mm dia pipe.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 800 mm dia pipe.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 900 MM dia pipe.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 1100 mm dia pipe.

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. NP-3 class 1200 mm dia pipe.

Providing and fixing in position ( different diameter ) I.R.S./NP4, R.C.C. pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. I.R.S./NP4,R.C.C. PIPE 900 MM DIA.

Providing and fixing in position ( different diameter ) I.R.S./NP4, R.C.C. pipe with caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement slurry, finishing joints and laying pipes to the designed grade and levels, curing etc. complete for all leads and lifts. I.R.S./NP4,R.C.C. PIPE 1200 MM DIA.

Providing and laying uncoursed rubble masonry in ordinary portland cement mortar 1:5 proportion in foundation including curing etc. complete for all leads and lifts.

Providing and laying uncoursed rubble masonry in ordinary portland cement mortar 1:5 proportion in super structure including scaffolding, racking out joints, curing etc. complete for all leads and lifts.

Providing and laying burnt brick masonry in foundation ordinary portland cement mortar 1:5 proportion including, curing etc. complete for all leads and lifts. (Conventional Bricks)

Providing and laying burnt brick masonry for superstructure with ordinary portland cement mortar 1:5 proportion including providing scaffolding racking out joints curing etc. complete for all leads and lifts. (Conventional Bricks)

Providing water proof cement plaster 20mm thick in cement mortar 1:3 proportion with one kilogram of water proofing material per bag (50kg) of cement including cleaning the surface, neat finishing curing, scaffolding etc. complete for all leads and lifts.

Providing cement plaster in thickness and proportion as under including, smooth finishing, curing, scaffolding etc. complete for all leads and lifts. Cement mortar 1:2 proportion. ( a ) 20 mm thick.

Providing cement plaster in thickness and proportion as under including, smooth finishing, curing, scaffolding etc. complete for all leads and lifts. Cement mortar 1:2 proportion. ( b ) 12 mm thick.

Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work, hand packing the interstices with spauls, filling earth in interstices panelling complete for all leads and lifts. 230 MM THICK

Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work, hand packing the interstices with spauls, filling earth in interstices panelling complete for all leads and lifts. 450 MM THICK

Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work, hand packing the interstices with spauls, filling earth in interstices panelling complete for all leads and lifts. 600 MM THICK

Providing cement mortar pointing to the masonry in proportion as under including, smooth finishing, curing, scaffolding etc. complete for all leads and lifts. (a) Cement mortar 1:2 proportion.

Providing and fixing 150 mm diameter UPVC.Pipe Water spout with necessary iron grating as per design

Providing and fixing post and 40 mm dia pipe railing as per detailed drawing including angle iron post of size 80mm x 50mm x 10mm (Height 1.2mt) fixed in C.C. block (M-15 MSA-20mm) of size 0.30 m x 0.30 m x 0.30 m etc. as per specifications including 3 coats of oil painting to steel work and as directed etc. complete. ( a ) Three rows

Providing and fixing post and 40 mm dia pipe railing as per detailed drawing including angle iron post of size 80mm x 50mm x 10mm (Height 1.2mt) fixed in C.C. block (M-15 MSA-20mm) of size 0.30 m x 0.30 m x 0.30 m etc. as per specifications including 3 coats of oil painting to steel work and as directed etc. complete. ( b ) Four rows

Providing and laying in position 110 mm dia (6 kgf/sq cm) P.V.C. Pipe for weep holes with non corroding jali in abutments, wing walls, retaining walls etc. complete.

Providing and fixing in position P.V.C. heavy duty water stops in barrels, troughs and wing walls with 25 mm wide expansion joint as shown in drawing including filling the joints with asphalt pad or bitumen cork board of approved quality. (Asphalt pad or bitumen cork board will be paid separately) 300 mm WIDE P.V.C. WATER STOP

Providing and fixing M. S. steel grill with angle frame for head regulator including fixing arrangement supports. etc. as per design, oil painting with one coat of primer and two coat of approved oil paint etc. complete

Providing and fixing marble plate of 2.54 cm thick including engraving and filling led for letters as directed.

Item Description

Providing and fixing steel grill over canal syphon well as directed etc. complete as per drawing.

Providing 25 to 40 mm ( 1" to 1.5" ) thick guniting in cement mortar 1:2 cement and sand proportion including binding 6 mm dia. reinforcement @ 9.24 kg/m2 for cement concrete works including finishing , curing and use of air compressor and guniting equipments and accessories with all costs of materials and labours required for the work.

Carrying out subsurface exploration in ordinary soil by drilling using hand auger drilling equipment without casing upto a maximum depth of 6 m below existing ground including collection of undisturbed soil sample using Thin Wall Sampler and carrying out required Laboratory Test like Soil Classification, Penetration Test, Strength Parameters and furnishing Technical Report on the suitability of foundation type, Soil Bearing Capacity etc. including cost of mobilization on site, required men and machinery etc.complete.

Carrying out Sub soil investigation for Soil Bearing Capacity test with machine drilling of bore holes at specified location including collection of samples, laboratory testing, submitting report including transport and others. (Unit Rate carried out for 10 m. depth of Bore)

Providing and Fixing MS Welded Wire Mesh of size 150mmx150mmx3.8mm dia including cutting in required size, fixing in canal prism including cover block & binding wire etc complete as directed

Supplying, testing and installation of 100 cm wide woven jute geotextiles (JGT) 627 gm/sqm with treatment possessing tensile strength of 20 Kn/m both in MD and CD woth porometry range of 150-400 micron, no. of threads/dm Equal to 85 multiply 32, Elongation at break (Percentage) Equal to 8 Multiply 8, Permittivity at 50 cm water head (Sec-1) Equal to 350 Multiply 10-3, Puncture resistance (kN) Equal to 0.400, JGT will be treated with suitable eco-friendly additive, Jute fabric will be laid with overlaps of 100 mm cross-wide and 300 mm longitudinally duly secured by U-shaped m.s. staples (11 guage/round head country nail of 150 mm length at an interval of 750 mm as per direction of the Engineer-in-Charge.

Two coats of silver grey paint to hoist components line, shaft, supporting girders and gearboxes, C.D Units, chequered plates,hand railing on hoist platform, hoist chassis, level gear covers,starter etc. comp including one coat of read oxide metallic primer whenever required for patch work.

One coat of aluminium paint to D/S face of skin plate stiffness vertical girders, horizontal girders, arm assemblies, bracing hand railing etc, including labour for complete job including cleaning of patch work one coat of rust removing solution and one coat of oxide primer to such patches etc. complete.

Synthetic enamel painting lettering of gauge mark (Patti) on the vertical surface of reservoir incl. Scrapping & Rubbing for cleaning the surface applying cement primer with all tools & plants etc. complete as directed

Synthetic enamel painting & lettering of gauge mark on vertical surface of walls all downstream of dam incl. Scrapping , rubbing for cleaning the surface applying cement primer with all tools & plants etc. complete

Providing & applying epoxy mortar of thickness 6mm to 20 mm in prop. 1:7 by weight of epoxy & quartz sand (Epoxy consist of 1 part of araldite and 0.5 part of hardener) at temp 30 deg. Centigrade or below. On the epoxy coated surface of spillway bucket., ogee , vertical surface of pier etc. incl. the cost of material, labour, tools & plants, necessary scaffolding & safety measures required for carrying out the work etc complete for zero leads & lifts.

Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride coating gabion boxes as per IS 16014:2012 made of mesh size 10 x 12 cm woven wire (2.70/3.70 mm inner/outer dia), tying with lacing wire of 2.20/3.20 mm inner/outer dia, size of gabion, including providing and laying stones in the gabions and arranging them in a required manner in the section or such other structure with arranging in required layer thickness and arranging gabions , with the crane if required (if required as per drawings or as directed ) with all material , labour , tools, lead and lift etc. comp (A) 1 m x 1 m x 1 m Size (Stone Weight 10 to 40kg)

Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride coating gabion boxes as per IS 16014:2012 made of mesh size 10 x 12 cm woven wire (2.70/3.70 mm inner/outer dia), tying with lacing wire of 2.20/3.20 mm inner/outer dia, size of gabion, including providing and laying stones in the gabions and arranging them in a required manner in the section or such other structure with arranging in required layer thickness and arranging gabions , with the crane if required (if required as per drawings or as directed ) with all material , labour , tools, lead and lift etc. comp (B) 1 m x 1 m x 0.60 m Size (Stone Weight 10 to 40kg)

Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride coating gabion boxes as per IS 16014:2012 made of mesh size 10 x 12 cm woven wire (2.70/3.70 mm inner/outer dia), tying with lacing wire of 2.20/3.20 mm inner/outer dia, size of gabion, including providing and laying stones in the gabions and arranging them in a required manner in the section or such other structure with arranging in required layer thickness and arranging gabions , with the crane if required (if required as per drawings or as directed ) with all material , labour , tools, lead and lift etc. comp (C) 1 m x 1 m x 0.30 m Size (Stone Weight 10 to 40kg)

Cleaning the slope of dam within the dam boundry by removing the bushes,shrubs girth and small trees including depositing the materials as and where directed up to 50 mt. and all lift etc completed.

Spreading the following materials as directed levelling and removing debris stones etc. complete. SAND

Spreading the following materials as directed levelling and removing debris stones etc. complete. Hard Murrum

Providing and fixing 3.75 m long TMT steel anchor bars of 25 mm dia by drilling 35 mm dia hole in fouandation including necessary cutting, bending, hoisting bars and grouting the holes with cement slurry etc. complete (1.50 mt. to be inserted below excavated level) as directed.

Providing current repairs general / maintenance watch and ward and other miscellaneous work's for irrigation management incl. Operating of gates of HR/CR of Main canal/Branch canal etc. during irrigation season as directed.(For canal capacity above 250 cusecs)

Providing current repairs general / maintenance watch and ward and other miscellaneous work's for irrigation management incl. Operating of gates of HR/CR of Main canal/Branch canal etc. during irrigation season as directed.(For canal capacity between 21 to 250 cusecs)

Providing current repairs general / maintenance watch and ward and other miscellaneous work's for irrigation management incl. Operating of gates of HR/CR of Main canal/Branch canal etc. during irrigation season as directed.(For canal capacity below 20 cusecs)

White washing with lime on wall surface (two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign matter.

Writing letter or figures on any surface with black japan paint (stops,comas, hyphens and the like not to be measured and paid for separately) (ii) Indian (Letters/Figures

Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C. type design.(i) Non - Reflective type

Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C. type design.(ii) Reflective type

Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)..

Item Description

Fabrication of embeded parts viz. sill beam, wall plate, anchor girder, anchor rods etc. complete including cost of materials, cost of labours, cutting welding and painting with one coat of primer paint, jigs and fiMultiplytures etc. complete as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Fabrication of embeded parts viz. sill beam, wall plate, anchor girder, anchor rods etc. complete including cost of materials, cost of labours, cutting welding and painting with one coat of primer paint, jigs and fiMultiplytures etc. complete as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m.) M.T.

Fabrication of gate assembly consisting of skin plate, arm assembly. Horzontal girders, lifting brackets, guide roller Rubber seals etc. complete including cost of labours, cutting, bending welding and painting with one coat of primer paint, jigs and fiMultiplyt etc.comp. as per drawing and specification. Gate size 30' Multiply 20' (9.144m. Multiply 6.1m.)

Providing and erecting end shield 890mm width on radial gate, size(30'Multiply20') 9.144 m.Multiply 6.10 m. (for one meter length)

Fabrication of gate assembly consisting of skin plate, arm assembly. Horzontal girders, lifting brackets, guide roller Rubber seals etc. complete including cost of labours, cutting, bending welding and painting with one coat of primer paint, jigs and fiMultiplytures etc. complete as per drawing and spec

Providing and erecting end sill 870mm width on radial gate, size(41'Multiply27') 12.497m Multiply 8.23 m. (for one meter length)

Fabrication of hoist platform consisting of host girders with base plate, cross members, chequered plate and hand railing etc. complete including cost of materials, cost of labours, cutting, welding and painting with one coat of primer paint jigs and fiMultiplytures etc. complete as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Fabrication of hoist platform consisting of host girders with base plate, cross members, chequered plate and hand railing etc. complete including cost of materials, cost of labours, cutting, welding and painting with one coat of primer paint jigs and fiMultiplytures etc. complete as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m.

Manufacturing & supplying reduction unit consisting of rope drum, cast steel spur gears and pinions, shafts, bushing, bearing, plumber block etc. including fabricationn of gear case with cover and assembling above components complete with cost of materials, cost of labour and painting with one coat of primer paint, jigs, fiMultiplytures etc. complete as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Manufacturing & supplying reduction unit consisting of rope drum, cast steel spur gears and pinions, shafts, bushing, bearing, plumber block etc. including fabricationn of gear case with cover and assembling above components complete with cost of materials, cost of labour and painting with one coat of primer paint, jigs, fiMultiplytures etc. complete as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m.)

Manufacturing and supplying trunion assembly consisting of tronion hub, trunion bracket, tunion pin, bronze bush etc. complete with cost of materials, cost of labour, & machining, electrio plating etc. complete duly assembled as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Manufacturing and supplying trunion assembly consisting of tronion hub, trunion bracket, tunion pin, bronze bush etc. complete with cost of materials, cost of labour, & machining, electrio plating etc. complete duly assembled as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m.)

Manufacturing & supplying central drive unit consisting of electric motor-worm reduction unit, magnetic brake starter, switch, limit switch, hand operation device, dial indicator system etc. complete with steel fabricated cabin, assembling with wiring and painting etc.comp. as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Manufacturing & supplying central drive unit consisting of electric motor-worm reduction unit, magnetic brake starter, switch, limit switch, hand operation device, dial indicator system etc. complete with steel fabricated cabin, assembling with wiring and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Manufacturing and supplying cast steel turn buckles, wire rope socket and M.s. pin with casting matching, galvanising etc. with cost of materials, cost of labour etc. complete as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Manufacturing and supplying cast steel turn buckle, wire rope socket and M.S. pin with casting machining, galvanising etc. with cost of materials, cost of labour etc. complete as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m.)

Erection of embeded parts viz. sill beam, wall plates, anchor girder ad anchor bolts etc. with all accessories inclusive of cost of labour, joining the pieces by welding, painting, conveyance from Deptt, store at site to site of erection and erecting in position etc. as per drawing and specification (eMultiplycluding concreting) including supplying and fitting all requred bolts, nuts and washer

Erection of Radial gate assly. Consisting of skin plates, horizontal girders arms, trunion hub, bracket, and pin, lifting brackets, guide rollers, etc. complete with all accessories inclusive of cost of labour, joining the pieces by welding and fiMultiplying all required bolts,nuts, washers flat and Z type rubber seals as per drawing andspecification, fitting of guide rollers, site welding, painting with two coats of anticorrosive paint, conveyance of parts from departmental stores at site to the site of erection. Erection in position as per drawing and specification

Erection of hoist platform consisting of hoist girder, chequered plate, cross members. G.I. Pipe, railing arrangements etc. inclusive of coat of labour, joining the pieces by welding painting with two coats of anticorrosive paint, conveyance of part form dept. stores at the site of erection,cutting the chequered plate,tools, tackless, scafolding etc. and erecting into the position as per drawing and specification.

Erection of hoist mechanism consisting of central drive unit, end reduction gear units and accessories like line shaft, flange and muff, coupling, wire rope, bolts nuts, washers, rubber, bush etc. complete inclusive of cost of labour, site welding, painting with two coats of anticorrosive paint applying grease to wire rope, gear unit, and conveyence of parts from dept. stores atsite to the site of errection tools, tackles scafolding etc. and erection and alligning in position and testing for full opening and full closing etc. comp. as per drawing and specification

Providing electrification to gates with remote control system and digital dial indicator, pannel boards, earthing etc. complete including supply of materials, installation and testing of gates, etc. as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m.)Total no. of gates considered 20 Nos

Providing electrification to gates with remote control system and digital dial indicator, pannel boards, earthing etc. complete including supply of materials, installation and testing of gates, etc. as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Fabricating supplying and erecting steel truss including walkway platform fitting of chequered plate, railling etc. complete including cost of materials, fabrication cutting, welding etc. and painting with one primer coat and two costs of anticorrosive paint etc. comp. as per drawing and specification. Gate size 30' Multiply 20'(9.144m. Multiply 6.1m.)

Fabricating supplying and erecting steel truss including walkway platform fitting of chequered plate, railling etc. complete including cost of materials, fabrication cutting, welding etc. and painting with one primer coat and two costs of anticorrosive paint etc. comp. as per drawing and specification. Gate size 41' Multiply 27'(12.497m. Multiply 8.83m)

Fabrication of embeded parts viz, sill beam, Track girders. Guide channel, nose angle, anchor bolts etc. complete including cost of materials, cost of labour, cutting, welding, painting with one coat of primer paint, jigs and fiMultiplytrues etc. complete as per drawing and specification. Vertical lift crest gate 30' Multiply 20'

Fabrication of gates easy consists of skin plate, horizontal girders, main and guide roller assy. Seal assy. Side and bottom seals etc. complete inccluding cost of materials, cost of labour cutting. Welding. Painting with one coat of primer paint jigs and fiMultiplytures etc. comp. as per drawing and specification

Fabrication of hoist platform consisting of hoist girders with base plate, cross members, chequered plate and hand railing etc. complete including cost of materials, cost of labour cutting, welding and painting with one coat of primer paint, jigs fiMultiplytures etc. comp. as per drawing and specification.

Mfg. And supplying end reduction unit consisting of rope drum, cast steel spur gears and pinions, shafts, bushing, bearing, plummer blocks, spacer etc. complete with fabrication of gear case with cover and assembling above components, cost of materials,cost of labour cutting, welding and painting with one coat of primer paint, jigs fiMultiplytures etc. comp. as per drawing and specification.

Manufacturing and supplying central drive Unit consisting of electric motor, worm, reduction unit, magnetic brake, starter, switch, limit switch, hand operation device, dial indicator system etc. complete with steel fabricated cabin and assembling of above components with wiring and painting etc. comp. as per drawing and specification.

Manufacturing and supplying cast steel turn buckle, Gate connecting link, wire rope socket and M.S. pin with casting, matching, galvanising etc. with cost of materials, cost of labour etc. complete as per drawing and specification

Erection of embeded parts consisting of sill beam, track girders. Guide channel with plate, nose angles, seal seat plate Assy. Etc. in line and level, placing anchor bolts in position including its welding, painting the parts with two coats of anticorrosive paint,labour, conveyence of materials from dept. stores at site to the site of errection joining the parts in line and level by welding tools, tackles scafolding etc. comp. as per drawing and specification and fiMultiplying required bolts, nuts and washer.

Erection of gate assy. Consisting of skin plate, horizontal girders, main rollers guide rollers, etc. including fiMultiplying of side and bottom rubber seals, bolts nuts, washers etc. complete with all accessories, inclusive of cost of labours, joining the pieces by welding,painting with two coats of anticorrosive paint conveyence of parts from dept. stores at site to the site of work tools, tackles scafolding etc. and erection in position as per drawing and specification

Erection of hoist platform consisting of hoist girder, chequered plate, cross members, G.I.Pipe railing etc. inclusive of cost of labour, joining the pieces by welding, painting with 2 coats of anticorrosive paint, conveyance of parts form departmental sconveyence of parts from dept. stores at site to the site of errection, cutting chequered plate and welding tools, tackles scafolding etc. and erecting in position as per drawing and specification and supplying and fiMultiplying all erquired bolts, nuts, washers etc.comp.

Erection of hoist mechanism consisting of Central drive Unit, and reduction gear unit supplying fiMultiplying bolts, nuts, C.I. Coupling, wire rope and fitting of turn buckles, line shaft etc. in line and level inclusive of cost of labour field welding, painting with two coats of anticorrosive paint,greasing to wire rope and gears other components, filling oil in worm reduction unit, conveyence of parts from dept. stores at site to the site of work tools, tackles scafolding etc. and erecting in line & leveL as per drawing and specification including testing the gate upto full opening and closing.

Providing electrification to gates with remote control system and digital dial indicator, pannel boards earthing etc. complete including supply of materials installation and testing of gates etc. as per drawing and specification. Gate size 30' Multiply 8' Total No. of gates considered 9 gates

Manufacture, supply erection and testing, commissioning of service gates for river stuice with their embeded parts and hoisting arrangement and including of materials, providing 3 coats of anti corrosive paints wherever require, cost of labour scaffolding. tools trackles etc. comp. as per drawing specification. size 1 m. Multiply 1.0 m. water head : 17 M

Manufacture, supply erection and testing, commissioning of emergency gates for river stuice with their embeded parts and hoisting arrangement and including of materials, providing 3 coats of anti corrosive paints wherever required, cost of labour scaffolding. tools trackles etc. comp. as per drawing specification. size 1 m. Multiply 1.0 m. water head : 17 M

(A) Providing Diesel Hoist drive mechanism - Radial gate size 30' Multiply 20' 10 H.P. Diesel engine. Rate for one unit

Providing Diesel Hoist drive mechanism-Radial gate size 41' Multiply 27' 15 H.P. Diesel engine. Rate for one unit

Providing Diesel Hoist drive mechanism-vertical gate size 30' Multiply 8' 10 H.P. Diesel engine. Rate for one unit.

Providing fabricating and erecting in position service gate and emergency gate including finishing, hoisting arrangement embaded parts as per approved design and drawing with painting as directed etc. complete.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (A) "Z" type Rubber Seal (i) 130Multiply76Multiply19 mm. Wt.6.5 Kg./Meter.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (A) "Z" type Rubber Seal (ii) 150Multiply76Multiply19 mm.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (A) "Z" type Rubber Seal (ⅲ) 125×78×19 mm

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (B) Flat type Rubber Seal (i) 80Multiply10 mm Wt.1.8 kg./mt.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (B) Flat type Rubber Seal (ii) 75Multiply12 mm, Wt.2.0 kg/mt.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (B) Flat type Rubber Seal (iii) 115Multiply19 mm..Wt.4.6 kg/mt.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (C) Musical Knote Rubber Seal (i) 104 Multiply 41 Multiply 20 mm. Wt.6.0 Kg/mt.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion Process) (Kailash, Lion, Elphiepoly) (C) Musical Knote Rubber Seal (ii) 104 Multiply 44 Multiply 20 mm. Wt.6.0 Kg/mt. (P type Hollow

Item Description

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (C) Musical Knote Rubber Seal (iii) 120Multiply to56Multiply to20mm.(Hollow Type)

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (C) Musical Knote Rubber Seal (iv) 125Multiply to44Multiply to15mm.

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (D) Rubbering Square 5Multiply to5 mm

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (E) Mushroom type Rubber Seal (i) Rubber seal size - 105 Multiply to 80 Multiply to 20 mm

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (E) Mushroom type Rubber Seal (ii) Corner seal size - 105 Multiply to 80 Multiply to 20mm with arm length 300mm Multiply to 300m

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (F) Flat type Bottom Rubber Seal Size 78 Multiply to 12 mm (Having One Side Rounded Edge)

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (G) Flat type Rubber Seal for pannel joint Size - 150 Multiply to 6 mm

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (H) Double Hollow Bulb Type Side Rubber Seal Size-152 width Multiply to 12 thickness Multiply to 102 mm Center width Multiply to 25/10 mm.Dia. Bulb at 2 side

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (I) Semi Mashroom type Rubber Seal (i) Rubber seal size: 85 Multiply to 45 Multiply to 15 mm

Rubber seal, as per IS 11855/15466-2004. Natural rubber. (Extrusion totrusion Process) (Kailash, Lion, Elphiepoly) (I) Semi Mashroom type Rubber Seal (i) Corner seal size - 85 Multiply to 45 Multiply to 15mm with arm length 300mm Multiply to 300mm

MS Bolt-nut

S.S. Welding electrodes.AWS 316-16,IS-5206: E19-12.2R-16. (Manglam, Ador (Advani Oerlikon), Noble, ESAB, Equator 2.5 mm.dia Multiply to 350 mm. long

M.S.Welding electodes as per IS 814-1991, coding ER4221Multiply to (Manglam, Ador (Advani Oerlikon), Noble, ESAB, Equator 4.0 mm.dia Multiply to450 mm. long

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (a) 12 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (b) 18 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (c) 20 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (d) 22 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (e) 24 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (f) 26 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (g) 28 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (h) 32 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (i) 36 mm dia

Galvanised steel wire rope with 6Multiply to36/37 constuction,improved plow steel with galvanised, Fiber core, R.H.O.as per IS 2266. (Usha Martin, Bharat, Orion, Bedmutha) (j) 40 mm dia

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (a) 12.7 mmMultiply to63.5 mm

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (b) 12 mm Multiply to 80 mm.

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (c) 12 mm Multiply to 40 mm

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (d) 12 mm Multiply to 52 mm.

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (e) 16 mm Multiply to 80 mm.

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (f) 19 mm Multiply to 80 mm

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (g) 16 mm Multiply to 52 mm

S.S bolt nut with washer as per AISI -304 (A) SS hExtrusion to head bolt with nut (h) 21.16 mm Multiply to 44.5 mm

S.S bolt nut with washer as per AISI -304 (B) S.S. HExtrusion to head boll as per AISI-304 (a) 12 mm Multiply to 25 mm

S.S bolt nut with washer as per AISI -304 (B) S.S. HExtrusion to head boll as per AISI-304 (b) 10 mm Multiply to 87 mm

S.S bolt nut with washer as per AISI -304 (B) S.S. HExtrusion to head boll as per AISI-304 (c) 10 mm Multiply to 60 mm

S.S bolt nut with washer as per AISI -304 (B) S.S. HExtrusion to head boll as per AISI-304 (d) 10 mm Multiply to 25 mm

(S.S bolt nut with washer as per AISI -304 (B) S.S. HExtrusion to head boll as per AISI-304 e) 10 mm Multiply to 20 mm

S.S bolt nut with washer as per AISI -304 (B) S.S. HExtrusion to head boll as per AISI-304 (f) 8 mm Multiply to 45 mm

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (a) 12 mm Multiply to 60 mm

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (b) 12 mm Multiply to 45 mm

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (c) 12 mm Multiply to 52 mm

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (d) 12.7 mm Multiply to76.2 mm

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (e) 6 mm Multiply to 40 mm.

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (f) 16 mm Multiply to 63.5 mm

S.S bolt nut with washer as per AISI -304 (C) S.S.C.S.K. Bolt with Nut & washer as per AISI-304 (g) 16 mm Multiply to 80 mm

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (a) 12 mm Multiply to 50 mm

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (b) 12 mm Multiply to 35 mm

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (c) 10 mm Multiply to 30 mm

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (d) 10 mm Multiply to 20 mm

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (e) 6 mm Multiply to 12 mm

Item Description

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (f) 6 mm x 20 mm

S.S bolt nut with washer as per AISI -304 (D) S.S.C.S.K. Screw as per AISI-304 (g) 6 mm x 40 mm

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (a) 10 mm x 50 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (b) 12 mm x 60 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (c) 14 mm x 60 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (d) 16 mm x 80 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (e) 20 mm x 100 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (f) 22 mm x 100 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (g) 24 mm x 100 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) h) 27 mm x 150 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (i) 30 mm x 150 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (j) 33 mm x 150 mm long

High Tensile Bolt with Double Nut & double washer 10 TO 35 mm Dia. (Unbrako, TVS,Caparo) (k) 36 mm x 150 mm lang

High tensile 8.8 Grade-Stud with double nut & double washer a) 12 mm x 100 mm long

High tensile 8.8 Grade-Stud with double nut & double washer b) 12 mm x 150 mm long

High tensile 8.8 Grade-Stud with double nut & double washer c) 16 mm x 200 mm long

High tensile 8.8 Grade-Stud with double nut & double washer d) 16 mm x 400 mm long

High tensile 8.8 Grade-Stud with double nut & double washer e) 20 mm x 300 mm long

High tensile 8.8 Grade-Stud with double nut & double washer f) 20 mm x 500 mm long

High tensile 8.8 Grade-Stud with double nut & double washer g) 25 mm x 300 mm long

High tensile 8.8 Grade-Stud with double nut & double washer h) 25 mm x 500 mm long

M.S. Main Hexagonal Nut duly threaded of different size for (a) 80 mm Dia Rods

M.S. Main Hexagonal Nut duly threaded of different size for (b) 63 mm Dia Rods

M.S. Main Hexagonal Nut duly threaded of different size for (c) 56 mm Dia Rods

M.S. Main Hexagonal Nut duly threaded of different size for (d) 50 mm Dia Rods

M.S. Main Hexagonal Nut duly threaded of different size for (e) 40 mm Dia Rods

M.S. Main Hexagonal Nut duly threaded of different size for (f) 32 mm Dia Rods

M.S. Main Hexagonal Nut duly threaded of different size for g) 25 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for (a) 80 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for (b) 63 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for (c) 56 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for (d) 50 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for (e) 40 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for (f) 32 mm Dia Rods

Hexagonal check (lock) Nut duly threaded of different size for g) 25 mm Dia Rods

Cardium compound for wire Rope

Zinc Metal for wire rope socket fitting

Heavy duty 'D' Type clamp for wire Rope Clamping a) for 22 mm wire rope

Heavy duty 'D' Type clamp for wire Rope Clamping b) for 26 mm wire rope

Heavy duty 'D' Type clamp for wire Rope Clamping c) for 32 mm wire rope

Heavy duty 'D' Type clamp for wire Rope Clamping d) for 40 mm wire rope

Lubricating material a) M. P. Grease

Lubricating material b) Gear Oil H.P. - 90 for Gear Box

Lubricating material c) Engine Oil Servo-15 W 40 Grade

Wire rope clamp for wire Rope fixing with rope drum (a) for 12 mm wire rope

Wire rope clamp for wire Rope fixing with rope drum (b) for 22 m wire rope

Wire rope clamp for wire Rope fixing with rope drum (c) for 24 mm wire rope

Wire rope clamp for wire Rope fixing with rope drum (d) for 26 mm wire rope

Wire rope clamp for wire Rope fixing with rope drum (e) for28 mm wire rope

Item Description

Wire rope clamp for wire Rope fixing with rope drum (f) for32 mm wire rope

Wire rope clamp for wire Rope fixing with rope drum (g) for 36 mm wire rope

Wire rope clamp for wire Rope fixing with rope drum (h) for 40 mm wire rope

Fabrication work including labour, Welding, Gases, Power Jigs & fixtues, machinery, etc. for job of Gate leaf & Embedded Parts.

Fabrication work including labour, Welding, Gases, Power Jigs & fixtues, machinery, etc. for job of Hoist Platform & Hoist Mechanism Parts.

Fabrication work including labour, welding, Gases, Power, Jigs & fixtures etc. for strengthening / repairing work for Gate Leaf & Embeded Parts

Fabrication work Including labour, welding, Gases, Power, Jigs & fixtures etc. for strengthening/repairing work for Hoist Platform & Hoist Mechanism Parts.

Erection charges including site welding, Jigs & fixtures, machinery, power etc. for Gate Leaf.

Erection charges including site welding, Jigs & fixtures, machinery, power etc. for Embeded & Hoisting Mechanism Parts.

Erection charges including site welding, Jigs & fixtures, machinery, power etc. for Hoist Platform.

Erection charges including site welding, Jigs & fixtures, machinery, power etc. for strengthening / repairing work for Gate Leaf & Embeded Parts.

Erection charges including site welding, Jigs & fixtures, machinary.power etc for strengthening / repairing work for Hoist Platform & Hoist Mechanism Parts.

Item Description

Labour charges for fault finding, wiring, checking, repairing control wiring for gate remote control operation Including supply of 2.5 sq.mm flexiblelSi copper wire, ferrule Igs etc.(Except supply ofcontrol cable) Job for complete remote controlwiring checking from starter to panel & putsystem in operation.

Providing and erecting Capacitor 10 MFD, 250 volt suitable for streetlight 70 watt fittings, having aluminium housing. (Corncap. Epcos, Usha or equvivatent make approved by Engineer in charge)

Providing and erecting Capacitor 42 MFD, 250 volt suitable for streetlight 150-400 watt fittings, having aluminium housing. (Corncap. Epcos, Usha or equvivatent make approved by Engineer in charge)

Providing and erecting ISI marked PVC insulated & PVC seathed & armoured Copper Cables to be laid on Wall or in existing Cable trunking with neessary Clamps etc. of following size of Cable. (a) 4 Core 0.5 Sq.mm.

Providing and erecting ISI marked PVC insulated & PVC seathed & armoured Copper Cables to be laid on Wall or in existing Cable trunking with neessary Clamps etc. of following size of Cable. (b) 24 Core 0.5 Sq.mm.

Item Description

Item No. 338 Providing services for water distribution management during irrigation period and operating flood controling works and providing security guard for pumping machinery, Electrical instrumentation equipments, pipe line and valves etc at Pumping station, & pipe line in L.I.Scheme The services shall be rendered for operating and cotroling the H.R. gates and, preparing the irrigation demmand and routine office work like typing, filling and other office activities as directed (For unskilled Labour Zone -2)

Item No. 339 Providing services for water distribution management during irrigation period and operating flood controling works and providing security guard for pumping machinery, Electrical instrumentation equipments, pipe line and valves etc at Pumping station, & pipe line in L.I.Scheme The services shall be rendered for operating and cotroling the H.R. gates and, preparing the irrigation demmand and routine office work like typing, filling and other office activities as directed (For semiskilled Labour Zone -2)

Item No. 340 Providing services for water distribution management during irrigation period and operating flood controling works and providing security guard for pumping machinery, Electrical instrumentation equipments, pipe line and valves etc at Pumping station, & pipe line in L.I.Scheme The services shall be rendered for operating and cotroling the H.R. gates and, preparing the irrigation demmand and routine office work like typing, filling and other office activities as directed (For skilled Labour Zone -2)

Item No. 341 Providing & fixing M.S Screw gates with Capston nut & thrust bearing as per detailed designed with steel R.S.J at top incl. Necessary locking arrangements, guide channel at bottom & fastening & 3 coats Oil painting for main outlet.