Annual Unit Rates For Various Works Under Panchayat Irrigation Division- Anand(Panchayat) (For 1 Year), Anand-Gujarat

Annual Unit Rates For Various Works Under Panchayat Irrigation Division- Anand(Panchayat) (For 1 Year)=1 A -1 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 2 A -3 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 3 A -5 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. A -5(i) NP_2 pipes 3-a A -5(i)(a) 150 mm. to 400 mm. 3-b A -5(i)(b) 450 mm. to 600 mm. 3-c A -5(i)(c) 600 mm. to 900 mm. 3-d A -5(i)(d) 1000 mm. to 1200 mm. 3-e A -5(i)(e) above 1200 mm. D PLASTERING 4 D-2 Scrapping out the old pointing and cleaning the surface including racking out the joints 20 mm. deep. 5 D-3 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. 6 D-10 Providing vata in C.M. 1:3 including finishing, curing,etc.complete size 0.10 m x 0.10 m.( Trigular) E EARTH WORK 7 E - 9 Earth work in embankment using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 50 m and all lifts. (By MANUALLY For MAINTENANCE & REPAIRING WORKS) E - 9 (a) Lift 0 to 1.50 m depth. Up to 50 cusec. E - 9 (b) For each additional lift of 1.50 m Earth work in embankment using selected soil, soft & hard murrum 8 E-10 excavated from approved borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 500 m and all lifts (for canals having capacity between 0 to 50 Cusec ( By Machinery ) 9 E-26-B 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. 10 E-26-C Compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 cms including watering, temping with suitable hand rammer etc. complete as directed. 11 E -28 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. G GENERAL MAINTENANCE 12 G-1 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) G-1(A) a For Canals Below 20 Cusec. & 0 to 1.5 m lift. G-1(A) b For Every additional lift of 1.5 m or part there of. For Canals Below 20 Cusec. 13 G-1(E) 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) 14 G-5 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. G-5(A)a (A) For pipe culvert/ Syphon. (i) Upto 900 mm dia. Pipe. G-5(A)b (A) For pipe culvert/ Syphon. (ii) Above 900 mm dia. Pipe. G-5(B)a (B) For Syphon well / Chamber. (i) Upto 900 mm dia. Pipe. G-5(B)b (B) For Syphon well / Chamber. (ii) Above 900 mm dia.Pipe. G-5(C)a (C) For Under ground pipe drain / Box drain. (i) Upto 900 mm dia. Pipe. G-5(C)b (C) For Under ground pipe drain / Box drain. (ii) Above 900 mm dia.Pipe. 15 G-6 Excavation in all sorts of soil .By machinery including preparing etc.comp. (where qty can not be measured). G-6(A) HydraulicExcavator 200 (0.9 CM) , (Rate as per Irri.Mech.Dn. No-5, Abad) G-6(J) Eicher Water Tanker 5000 ltr (Rate as per Irri.Mech.Dn. No-5, Abad) G-6(K) Ashok Ley. Dumper (10 CM) ( Rate as per Irri.Mech.Dn. No-5, Abad) G-6(M) Tipper, (Rate as per Irri.Mech.Dn. No-5, Abad) G-6(O) J.C.B. 4 CX, (RA as per Annexure-7) G-6(P) Tractor with Trailor, (RA as per. Annexure-8) 16 G-8 (a) Providing and laying empty cement bags with good selected earth including stitching and laying as and where required. (Polywoven bag 50 kg Capacity) 17 G-8 (b) Providing and laying jute bags filled with good selected earth including stitching and laying as and where required. (Jute bag of 100 kg Capacity) 18 G- 9 Clearing the grass from canal / drain bed and slopes during irrigation season. 19 G - 10 Providing and laying empty cement bag filled with cement and sand in proportion 1:20 incl. stiching and laying as and where directed. S Structure 20 S-1(A)(b) 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) S-1(A)(b)a Excluding dewatering. S-1(A)(b)b Including dewatering. 21 S-1(B)(b) Excavation for foundation in Soft Rock including depositing the excavated stuff as and where directed etc. complete for lead upto 500 and all lift. (Machinery) S-1(B)(b)a Excluding dewatering. S-1(B)(b)b Including dewatering. 22 S-1(C)(b) 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 and all lifts. (Machinery) S-1(C)(b)a Excluding dewatering. S-1(C)(b)b Including dewatering. 23 S-2 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) 24 S-2 (B)(a) Back filling the foundation trenches around the structures etc with selected excavated stuff including watering, ramming, compacting etc. complete. (By Machinery) 25 S-2 (B)(b) Back filling with the selected earth, from outside borrowpits including spreading in uniform layers of specified thickness, dressing, breaking clods, removing roots, watering at optimum moisture content , rolling with suitable type of roller for all lifts and leads upto 1 km. etc. complete. (By Manually) 26 S - 18 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. 27 S - 21 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. S - 21a. 230 MM THICK S - 21b. 450 MM THICK S - 21c. 600 MM THICK 28 S-27 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. 29 S-35 Providing and fixing marble plate of 2.54 cm thick including engraving and filling led for letters as directed.per 100 cm2

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