Work Of Conversion Of P And T Wss Water Supply Scheme In Piped Wss Village Balda ( V ) , Sub Division Sirohi, District Sirohi Under Jjm Nit No. 177 / 2021-22 Construction of Open Well 5.00 Mtr dia & 25.00 Mtr Depth at village Balda (V). (CE&TM, District Sirohi-Rajasthan

Work Of Conversion Of P And T Wss Water Supply Scheme In Piped Wss Village Balda ( V ) , Sub Division Sirohi, District Sirohi Under Jjm Nit No. 177 / 2021-22 Construction of Open Well 5.00 Mtr dia & 25.00 Mtr Depth at village Balda (V). (CE&TM, RWSSMB PHED Jaipur BSR 18.8.2020 & PWD BSR 2019) 2 (2.39) Earth work in excavation over areas (exceding 30cm depth, 1.5 mtr in width and 10 Sqm in plan)for construction of open well, lift up to 1.5 mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. 3 (2.39.1) All kind of soil 4 (2.39.2) Ordinary Rock 5 (2.39.4) Hard Rock (Blasting Prohibited) useful material 30% 6 (2.39.5) Recovery for useful material from Hard rock 7 (2.4) Add extra over item No. 2.39.1 for every additional lift of 1.5 Mtr. or part thereof : In all kind of soils. 8 S. No./ From (m)/ To (m)/ Lift 9 1/ 1.5/ 3/ 1st 10 2/ 3/ 4/ 2nd 11 (2.41) Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. 12 S.No./ From (m)/ To (m) 13 1/4.0/5.5/3rd 14 2/5.5/7/4th 15 3/7.0/8.5/5th 16 4/8.5/10.0/6th 17 Hard Rock 18 1/ 10/ 11.5/ 7th 19 2/ 11.5/ 13/ 8th 20 3/ 13/ 14.5/ 9th 21 4/ 14.5/ 16/ 10th 22 5/ 16/ 17.5/ 11th 23 6/ 17.5/ 19/ 12th 24 7/ 19/ 20.5/ 13th 25 8/ 20.5/ 22/ 14th 26 9/ 22/ 23.5/ 15th 27 10/ 23.5/ 25/ 16th 28 (2.42) Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering. 29 (4.2) Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement IS 456-2000: 30 (4.2.3) 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). 31 (4.12.1) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course. 32 (4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.Hot rolled deformed bars (IS : 1139) 33 (9.1) Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 mtr. height in R.S. joist flats, tees, angles and channels. 34 (2.43) Labourchargesfor horizontalboring100 mm diain openwell in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for jobincluding dewatering arrangement. 35 (2.24) Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 36 (2.24.3) 65 mm dia 37 Flushing of Existing Tube Well (CE&TM, RWSSMB PHED Jaipur BSR 18.08.2020) 38 (2.7) Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of

INR 5000 /-

INR 256000.0 /-

INR 1.27 Crore /-