Annual Unit rates for various works under Panchayat Irrigation Division-Lunawada (panchayat) (For 1 year).

Dismantling the existing stone masonry including sorting out and stacking the useful material and removing the debries 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 debries and making good the damages etc. complete as and where directed. Cement Concrete

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 A -5(i)(a) 150 mm. to 400 mm.

450 mm. to 600 mm.

600 mm. to 900 mm.

1000 mm. to 1200 mm.

above 1200 mm.

Dismantalling the existing road surface including disposing off the dismentalled materials and stacking the usefull materal as directed (a) Cement concrete road

Asphalt road

WBM road

Dismantalling the C.C. lining including including disposing off the dismentalled materials as directed etc. complete. (a) 7.50 cm thick

10.0 cm thick

15.00 cm thick

20.00 cm thick

Item Description

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

Item Description

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.

Excavation of canal in all sorts of soil including yellow, sand and gravely 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) (a) Lift 0.0 to 1.50 m depth.

(b) Lift 1.5 to 3.00 m depth.

(c) Lift 3.0 to 4.50 m depth.

(d) Lift 4.50 to 6.0 m depth.

(e)For each additional lift of 1.5 m

Excavation of canal in all sorts of soil including yellow, sand and gravely 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) (a) Lift 0.0 to 1.50 m depth.

(b) Lift 1.5 to 3.00 m depth.

(c) Lift 3.0 to 4.50 m depth.

(d) Lift 4.50 to 6.0 m depth.

(e)For each additional lift of 1.5 m

Excavation of canal in soft and hard murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc. complete with lead upto 50 m & lift for depth of cutting as under (MANUALLY) (a) Lift 0.0 to 1.50 m depth.

(b) Lift 1.5 to 3.00 m depth.

(c) Lift 3.0 to 4.50 m depth.

(d) Lift 4.50 to 6.0 m depth.

(e) For each additional lift of 1.5 m

For each additional lift of 1.50 m

Providing and fixing in position 1.80 m high above finished ground level canal data boards of standard size 0.60 m x 0.45 m 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 75 cm including painting existing data on the board etc. complete as directed.

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 facilate rolling and dressing the side slopes etc.

Compaction of earth work in embankment in uniform layers at optimum moisture content to required dry density including watering, rolling with suitable type of roller of specified capacity etc. complete.

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.

Item Description

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. (By Manually) (a) For Canals Below 20 Cusec. & 0 to 1.5 m lift.

For Every additional lift of 1.5 m or part there of. For Canals Below 20 Cusec.

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 from the CANAL BED / SLOPE 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. Canal Having Capacity Below 20 cusecs. (BY MACHINERY)

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

(A) For pipe culvert/ Syphon. (ii) Above 900 mm dia. Pipe.

(B) For Syphon well / Chamber. (i) Upto 900 mm dia. Pipe.

(B) For Syphon well / Chamber. (ii) Above 900 mm dia.Pipe.

(C) For Under ground pipe drain / Box drain. (i) Upto 900 mm dia. Pipe.

(C) For Under ground 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). HydraulicExcavator 200 (0.9 CM) , (Rate as per Irri.Mech.Dn. No-5, A'bad)

Eicher Water Tanker 5000 ltr (Rate as per Irri.Mech.Dn. No-5, A'bad)

Ashok Ley. Dumper (10 CM) ( Rate as per Irri.Mech.Dn. No-5, A'bad)

Tipper, (Rate as per Irri.Mech.Dn. No-5, A'bad)

J.C.B. 4 CX, (RA as per Annexure-7)

Tractor with Trailor, (RA as per. Annexure-8)

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.

Over hauling and oiling greasing of CR/HR gates of branch/distributory/minor etc comp as directed (a) Branch

Distributory

Minor

Item Description

Trimming of the canal section manually for preparing sub grade 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 M 15 (MSA 20 mm) in bed, side slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including dewatering where required. (MACHINERY BASED - WITHOUT PAVER WATER CURING) (A) 7.5 cm thick lining in bed / Slope - with water curing, Machinery based without Paver

10 cm thick lining in bed / Slope - with water curing, Machinery based without Paver

15 cm thick lining in bed / Slope - with water curing, Machinery based without Paver

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 ) (A) 7.5 cm thick lining in bed/slope - with water curing.

10 cm thick lining in bed /slope - with water curing.

12.5 cm thick lining in bed /slope - with water curing.

15 cm thick lining in bed /slope - with water curing.

Providing and filling the polysulphide joint sealent of the approved make in the expansion and contraction joints in the c.c. lining including clearing the joints with air water jet.

Providing and laying plain / reinforced cement concrete lining with concrete of cement, sand and metal in nominal mix 1:2:4(M-15) in bed, side slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including dewatering where required for maintance of canal Patches. 5 cm thick lining in bed,side slopes - with water curing. ( MACHINARY BASED ,WITH OUT PAVER )

Item Description

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 upto 500 m and all lift. (BY MACHINERY) (a) Excluding dewatering.

Including dewatering.

Excavation for foundation in Soft Rock including depositing the excavated stuff as and where directed etc. complete for lead upto 500 m and all lift. (Machinery) (a) Excluding dewatering.

Including dewatering.

Excavation for foundation in Hard Rock including blasting and chiseling if necessary sorting out and stacking seperately the usable rubble, depositing the excavated stuff as and directed including back filling trenches with suitable excavated stuff etc. complete for lead upto 500 m. and all lifts. (Machinery) (a) Excluding dewatering.

Including dewatering.

Dewatering during excavation of canals, drains, foundation trenches etc. by using pumps of suitable capacity either diesel or elecrical 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

(c) C. C. Nominal Mix, M-15 and MSA-20 mm

(d) C. C. Nominal Mix, M-15 and MSA-40 mm

(f) C. C. Nominal Mix, M-20 and MSA-20 mm

(g) C. C. Nominal Mix, M-20 and MSA-40 mm

(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)

M.S.Bars

Providing and fixing in position ( different diameter ) NP2 R.C.C. pipe with collar including filling and caulking the joints with cement mortar 1:1 proportion, finishing to design grade and level curing etc. complete for all leads and lifts. NP-2 class 225 mm dia pipe.

NP-2 class 300 mm dia pipe.

NP-2 class 450 mm dia pipe.

NP-2 class 600 mm dia pipe.

NP-2 class 800 mm dia pipe.

NP-2 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 300 mm dia pipe.

NP-3 class 450 mm dia pipe.

NP-3 class 600 mm dia pipe.

NP-3 class 800 mm dia pipe.

NP-3 class 900 MM dia pipe.

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 1:3 proportion. ( a ) 20 mm thick.

( b ) 12 mm thick.

Cement mortar 1:2 proportion. ( a ) 20 mm thick.

( b ) 12 mm thick.

Providing 230 mm thick pucca rubble pitching in C.M. 1:5 proportion over 10mm bedding of same mortar with the surface pointed with cement mortar of 1:3 proportion etc. complete for all leads and lifts.

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 pannelling complete for all leads and lifts. 230 MM THICK

450 MM THICK

600 MM THICK

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

Providing and fixing M. S. steel grill with angle frame for head regulator including fixing arrangment 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.per 100 cm2

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

Providing and fixing 5 mm thick enamelled guage plate including necessary gradation in white and blue etc. complete. 10 cm wide

15 cm wide

25 cm wide