Annual Rate for the various emergency works under MIP division, Ankleshwar for the year 2026-27

Dismentalling the existing stone masonry including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (b) In cement mortar.

Dismentalling the existing brick masonry including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (b) In cement mortar.

Dismentalling the existing foundation concrete including disposing the dismentalled stuff including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (b) In cement concrete.

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

(b) 10.0 cm. thick C.C

Dismentalling the existing R.C.C.pipes of the following diameter including sorting out and stacking of the useful materials including refilling the trenches etc. complete as directed. (NP-2 pipes) (a) 225 mm to 400 mm dia.

(b) 450 mm to 600 mm dia.

(c) 650 mm to 900 mm dia.

(d) 1000 mm to 1200 mm dia.

(e) above 1200 mm dia.

Scrapping out the old plaster and cleaning the surface including scaffolding, racking out the joints 20 mm deep etc. complete.

Clearing the canal land width including removing the shrub, bushes, cactus, weeds other vegetation including cutting down trees upot 0.50 mt girth and depositing the removed materials outside the canal land width up to lead of 50 meter as directed etc. complete. (Without water pool)

Excavation of canal or drains in all sorts of soils (including wet and slushy condition of soil) including yellow, sandy and gravelly soils and soft murrum including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter and lift shown below including clearing the site etc. complete. (manual operation Using Blasting Material without dewatering) (a) Up to 1.50 m.

(b) 1.50 to 3.00 mt.

(c.) 3.00 to 4.50 mt.

Excavation of canal/drains in hard murrum including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter and lift shown below including clearing the site etc. complete. (manual operation without dewatering) (a) Up to 1.50 mt

(b) 1.50 to 3.00 mt.

(c.) 3.00 to 4.50 mt.

Earthwork in embankment from canal borrow pits in all sorts of soil and soft murrum including breaking clods, dressing to the design section with lead up to 50 meter and height of embankment above ground level as under.(manual without dewatering) (a) Up to 1.5 meter.

(b) 1.5 mt. to 3.0 mt.

Earthwork in embankment using soil, soft and hard murrum excavated from approved borrow area or village tanks etc.including breaking clods, dressing to the design section with lead up to 500 meter and all lifts.(By JCB-4CX machinary)

(b) Lead beyond 1.0 km. to 2.0 km.

(c) Lead beyond 2.0 km. to 3.0 km.

De-silting of canal with lead upto 50 meter and lift upto 1.50 including dewatering if any required for following depth etc. complete as directed. (B) Slushy & Muddy Condition of Canal. (a) For canals above (500 Cusecs) 14.17 cumecs.

(b) For canals between (250 to 500 Cusecs) 7.0 to 14.17 cumecs.

(c.) For canals between (20 to 250 Cusecs) 0.56 to 7.0 cumecs.

(d) For canals below (20 Cusecs) 0.56 cumecs.

(e) For every additional lead of every 50 mt. or part there of. (for canals)

(f) For every additional lift of every 1.50 mt. or part there of. (for canals)

Removing and destroying the thick Gha Bajariya from the canal or drain bed under water pool including cutting, carting it away as directed and burning the same etc. complete for all lead and lifts. (A)For Drain (a)Drains having 500 cusecs capacity and above:-

(b) For drains having capacity 500 cusecs to 250 cusecs.

(c') For drains below 250 cusecs capacity.

(B) For Canals (a)Canals having 500 cusecs capacity and above:-

(b)For canals having capacity 500 cusces to 250 cusecs:-

(c) For canals below 250 cusecs capacity:-

Desilting of various structures of canals and distribution system including depositing the same as directed with all leads and lifts.

Excavation of canal or drains in all sorts of soils (including wet and slushy condition of soil) including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter and all lift including clearing the site etc. complete (By machinery for canal or drain maintanance) (up to 1.5 cumecs capacity of canal or drain)

Excavation for foundation in all sorts of soil including sandy and gravelly soil, soft murrum including depositing the excavated stuff as and where directed including back filling the trenches with suitable excavated stuff etc. complete for lead up to 50 mt.and lift as under.( Manually without dewatering ). (a) Lift upto 1.50 meter

(b) 1.50 meter to 3.00 meter.

(c) 3.00 meter to 4.50 meter.

(d) 4.50 meter to 6.00 meter.

Filling in foundation with concrete of cement, sand and metal (up to 5cm size) in following proportion including centering, shuttering, temping, smooth finishing, curing etc. complete as directed for all leads and lifts.(Manually With Conventional Mixer). (ii) 1:4:8

Providing and laying Plain/Reinforced cement concrete of cement, sand and metal (20mm to 25mm size) in following proportion laid in situ including centering, shuttering, temping,smooth finishing, curing etc. complete as directed for all leads and lifts(Manually With Conventional Mixer) (iii) 1:3:6

Item Description

Providing and laying Plain/Reinforced cement concrete of cement, sand and metal (above 12mm & upto 20mm size) in following proportion laid in situ including centering, shuttering, temping,smooth finishing, curing etc. complete as directed for all leads and lifts(Manually With Conventional Mixer). (iii) 1:3:6

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

Providing and laying coarsed rubble masonary in ordinary portland cement mortar 1:5 proportion in super structure to line and level including scaffolding, racking out joints, curing etc. complete for all lead and lifts.

Providing and laying burnt brick (conventional size) masonary for foundation in ordinary portland cement mortar 1:6 proportion including racking out joints upto 15mm. depth curing etc. complete for all lead and lifts.

Providing and laying burnt brick (conventional size) masonary for super structure in ordinary portland cement mortar 1:6 proportion including racking out joints upto 15mm depth curing etc. complete for all lead and lifts.

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, curing etc. complete for all lead and lifts. (a) NP2 class 250 mm dia. Pipe.

(b) NP2 class 300 mm dia. Pipe.

(c') NP2 class 450 mm dia. Pipe.

(d) NP2 class 600 mm dia. Pipe.

(g) NP2 class 900 mm dia. Pipe.

(i) NP2 class 1100 mm dia. Pipe.

(j) NP2 class 1200 mm dia. Pipe.

Providing and fixing in position(different diameter) I.S. NP3 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 lead and lifts. (a) NP3 class 300 mm dia. Pipe.

(b) NP3 class 450 mm dia. Pipe.

(c') NP3 class 600 mm dia. Pipe.

(d) NP3 class 750 mm dia. Pipe.

(g) NP3 class 900 mm dia. Pipe.

(i) NP3 class 1100 mm dia. Pipe.

(j) NP3 class 1200 mm dia. Pipe.

Providing and placing in position reinforcement bars including cutting, bending, welding joints where necessary hooking etc. complete as per drawing for all lead and lifts. (a) HYSD

Providing cement plaster in various thickness and proportion including smooth finishing, curing, scaffolding etc. complete for all leads and lifts as under. (a) Cement mortar 1:3 proportion. (i) 20 mm thick.

(ii) 12 mm thick.

Providing and laying 300 mm thick pucca rubble pitching in cement mortar 1:5 proportion with the surface pointed with cement mortar of 1:3 proportion including curing etc. complete for all leads & lifts.

Providing and laying yellow soil earth in canal section before laying C.C. block for lead up to 5.00 K.M. and all lifts.

Removing, Cleaning and refixing of R.C.C.Pipes of canal structure and U.G.P.L. including fixing collars for pipe joints in cement and sand including filling and chaulking joints with cement mortar of 1:1 proportion curing etc. complete for all lead and lift. (a) for 150 mm to 200 mm Dia. Pipes.

(b) for 225 mm to 250 mm Dia. Pipes.

(c) for 300 mm Dia. Pipes.

(d) for 400 mm to 450 mm Dia. Pipes.

Trimming of the canal section manually for preparing sub grade for laying cement concrete.

Providing and laying plain / Reinforced cement concrete lining of 1:2:4 praportion (Nominal mix) in bed, side slope and curveture including mixing transporting, placing, smooth finishing, curing including dewatering where required (Manually With Conventinal Mixer Without Paver ) (a) 7.50 cm in bed and slope(with water curing)

(b) 10.0 cm. in bed and slope (with water curing)

Hire charges for providing operating maintaining JCB-4CX

Hire charges for providing operating maintaining Tractor with trailor

Hire charges for providing operating maintaining Hydrulic excavator Ex.200 LC