| 1 | 1 | Providing laying under ground Pipe line from Ho Paunikar lenditalao to Naik Talao in P.No.20 B) | | | |
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| 2 | 1.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | | 31.5 | CUM |
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| 3 | 1.02 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc. complete. | | 45.9 | CUM |
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| 4 | 1.03 | Excavation for foundation in pipe terenches ncluding dressing sectioning to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading for embankment or stacking as directed. | | 360 | CUM |
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| 5 | 1.04 | lift above 1.50 to 3.00 m depth | | 30 | CUM |
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| 6 | 1.05 | Excavation for foundation in Hard Murum and boulders including removing the excavated materials upto a distance of 50 meters, beyond the building area and stacking or spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Spec. No. : Bd.A. 3/Page No. 259 /CSR Page No 150 | | 42 | CUM |
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| 7 | 1.06 | Providing soling using 80 mm size granite /qurtzite /gneiss metal in 15 cm layer i/c hand packing filling with sand etc | | 53.31 | Cum |
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| 8 | 1.07 | I. R.C.C.PIEPS oviding ISI standard R.C.C. pipe in standard lenghts following class and diameter suitable for either liar joints of rubber ring joints, including all taxes entrnal and local), inspection charges, transport to partmental stores/site, unloding and stacking otes: One collar should be supplied with each full lenght palin ended RCC pipe, cost including in rets below, One rubber ring should be supplied with each full lenght socketed pipe, cost including in retes below. Lowreing, laying and jointing in proper gread and alignment R.C.C. pipes with collar joints in etc. complete.(V)/85&87\n250 MM | | 5 | Rmt |
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| 9 | 1.08 | 300 mm | | 10 | Rmt |
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| 10 | 1.09 | 450 mm | | 150 | Rmt |
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| 11 | 1.1 | 600 mm | | 10 | Rmt |
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| 12 | 1.11 | Providing and laying salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. | | 2.5 | Rmt |
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| 13 | 1.12 | 150 mm | | 2.5 | Rmt |
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| 14 | 1.13 | 225 mm | | 5 | Rmt |
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| 15 | 1.14 | Providing D.I.. Pipes ( push on joints pressure pipes of D.I of 450 mm dia( IS: 8329 - 2000 Latest Version ) confirming to the I.S. specification inclusive cost of jointing material ( Rubber gaskets of EPDM quality )levied by GOI & GOM in all respect including third party inspection chrges of TPI agency approved by MJP i/c transit insurence ,railway freigh ,unloading from railway wagon ,loading in truck , transportation to departmental store, unloading stacking etc.completed as directed by Engineer in charge. ( M J P CSR 2018-19 section -I : C.I. / D.I. PIPES it 3) | | 15 | Rmt |
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| 16 | 1.15 | Lowering ,laying and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with special of following diameter in proper position ,grade and alignment as directed by engineer -in -charge i/c cost of jointing material and rubber ring abour etc. ( M J P CSR 2018-19 section -I : C.I. / D.I. PIPES it 2) | | 15 | Rmt |
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| 17 | 1.16 | Providing and constructing B.B.Masonry chamber with 100 mm thick 1:3:6 P.C.C. for bed including excavation 23 cm thick B.B. Masonry in cm 1;6 inside plaster in cm 1.5 20 mm thick and outside plaster 20 mm thick c.m 1.5 up to depth of 23 cm from top 80 mm thick P.C.C 1;2;4 for coping etc comp. I) 600x450x450 mm | | 1 | Each |
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| 18 | 1.17 | a) add extra depth 150 mm | | 2 | Each |
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| 19 | 1.18 | A) 900x600x450mm | | 2 | Each |
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| 20 | 1.19 | Add for extra depth 150mm | | 4 | Each |
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| 21 | 1.2 | Providing and fixing in position reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams and columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed. | | 11.51 | Mt |
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| 22 | 1.21 | Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 29.73 | Cum |
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| 23 | 1.22 | Providing and laying in situ Cement concrete of required grade or trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed). | | 104.76 | Cum |
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| 24 | 1.23 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 1.65 | Cum |
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| 25 | 1.24 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 21.48 | Cum |
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| 26 | 1.25 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 52.56 | Cum |
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| 27 | 1.26 | Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/ quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | | 36 | Cum |
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| 28 | 1.27 | Providing and fixing precast 80 mm thick RCC cover in M-20 for man holes of various sizes with reinforcement of 10 mm dia both wat tied with tack welding @ 150 mm c/c with 2 hooks of 12 mm dia bars etc comp. | | 6 | Each |
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| 29 | 1.28 | Providing and fixing precast 125 mm thick slotted covers casted in M-20 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete. | | 6 | Each |
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| 30 | 1.29 | 750x600 mm | | 20 | Each |
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| 31 | 1.3 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc.complete as directed by Engineer-In-Charge ( 20 tonnes capacity)a) 560 dia meter | | 4 | Each |
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| 32 | 1.31 | Providing & fixing Ductile iron manhole cover /grating with frame of light /medium/heavy /Extra heavy duty of any size as per EN124 standard over inspection chamber etc. complete.( Prior permission of S.E. is to be obtained before inclusion of this item in the estimate ) . Spec. no. As directed by Engineer-in charge | | 360 | Kg |
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| 33 | 1.32 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.\nSpecification No BDA 11 Page No 263/SSR Page No 154 | | 360 | Cum |
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| 34 | 1.33 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. | | 4.32 | Cum |
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| 35 | 1.34 | Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel) | | 4.32 | Cum |
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| 36 | 1.35 | Providing and laying in trenches 15 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of 1.48 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. | | 20 | Cum |
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| 37 | 1.36 | Providing and laying in trenches 20 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 1.93 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. | | 30 | Cum |
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| 38 | 1.37 | Providing and laying in trenches 25 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 3.01 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. | | 40 | Cum |
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| 39 | 1.38 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. | | 357.1 | CUM |
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| 40 | 1.39 | Test | | 1 | Cum |
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