Raising Of Mh Using Cutting Type Mathod At Different Places In Ghatlodia Ward Tp-1 And Tp-2 Area Of North West Zone.-Raising of MH using new mathod as per drawing and tech.details below (1) cutting road by cutter machine up to 0.15mt. Depth and up to 1.50 X 1.50 sq mt max. area. 2) Demolishing surrounded portion of MH seat to remove seat from base masonary by braker.(3) p/l brick maso. Up to 0.16 mt. in CM1:3 ( two course) (4) Fixing/Placing MH seat after base morter bedding made from MasterEmaco -S488 towerable mortar as per requirement (5) P/L 10 mm grit mix conc. made of SHRINKKOMP-30 surround to MH seat in any thicknes up to 0.35 mm max below raod level and finish it rough surface. (6) labour work for laying cold mix bitumin asphalt up to road surface and make it smooth finish after properly compacting by compector. Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum. to 1.5 meter depth. 1.5 to 3 meter depth. to 4.50 meter depth. 4.50 to 6.00 meter depth. Extra rate over item of excavation of earth if excavation is to be done in wet condition without resorting to pumping but incl. of bailing out of water. Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up to 0.20 meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc.comp. with stacking the material as directed. up to 0.20 meter thickness (By Manual) Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator, fuel, & transportation etc complete. 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost operator, fuel, & transportation etc complete. Filling available excavated earth (excluding rock) trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering. Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind executed outside the road site. Rate also includes spreading & levelling etc complete. Internal conveyance above 50 mt done within the work site is not payable. a) Lead up to 1 Km. b) Lead From 1Km to 2 Km. c) Lead From 2 Km to 3 Km. d) Lead From 3 Km to 4 Km. e) Lead From 4 Km to 5 Km. f) Lead From 5 Km to 10 Km. g) Lead From 10 Km to 15 Km. Providing and supplying,and jointing ISI mark only standard length stoneware pipes of following class and diameter including excavation for laying pipes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. compl. (IS651/1989 or its latest revision) including labour work for lowering, laying, joiting with cement mortar (1:1) proportion, proper postion, grade and alignment and all level as directed by engineer in charge including store to site of work jointing material etc complete. Class AA 100 mm dia 150 mm dia 230 mm dia Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a standard lengths of following class & dia meter suitable for socketspigot type including all taxes , insurance, transporation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, staking etc complete (IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC pipes including taxes, carting, loading, unloading, etc complete. Including labour work for lowering, laying, jointing, RCC pipes in CM 1:1 1/2 of following diameters in proper position, grade and alignent at all as directed by engineer in charge. (RCC pipe Horizontal cast) 300 mm internal diameter 450 mm internal diameter 600 mm internal diameter Dismantling of existing Arch type manhole up to Arch and then Const. Slab type manhole of following size incl. excavation, refilling and & finished 15 mm thick cement plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as directed by engineer in charge. Rate includes carting of debris and excavated soil 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/ bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/ bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at 15 C.M. c/ bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM& reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.) Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris from MH and carting the same as directed. (A) up to 0.15 mt. (@ Two Coarse) (B) up to 0.35mt. (@ Four Coarse) (C) up to 0.65 mt. (@ Seven Coarse) (D) up to 0.90 mt. (@ Ten Coarse ) Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing the debris from chamber and carting the same as directed. Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store) Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after completion of the connection work as directed. (A) 100 mm to 300 mm dia. (B) 350 mm to 600 mm dia Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required thickness and size including placing the nece. supports of reqd. size, nailing, fixing with mortar, levelling. All specification for dead centring as per standard engg. practice etc. comp. as directed. Supplying, labour for break down repairing work for activities like excavation, disliting, removing debris from trench back filling etc. comp. as directed by Eng.in charge. Labour charger -Mazdoor (As per Amc Circular No.4) Labour charges - Supervision for machinery
