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| 1 | DI Pipe : Providing and Supplying ISI mark Centrifuggaly cast (Spun) Ductile Iron Pipes (Class K-9) of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8329/2000 in the standard working lengths of 4.5, 5.5 & 6m suitable for classification K-7 & K-9 suitable for push-on-joint (rubber gusket D jointing) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. Rates are FOR rate including Inspection & carriage upto site including Contractor profit & overhead charges etc. eccluding GST. DWSD, Jharkhand SOR - M 1026 & Add 10% CP.: 900mm Dia |
| 2 | A) Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge(Classification soil item B) (DWSD SOR 3.1.1.1) - 60% of excavated earth. |
| 3 | B) Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (Vide classification of soil item-C) with initial lead of 10M and lift of 1.5M including dressing making the sides in proper profile and dressing the bed in proper grad etc. all complete as per specification and direction of E/I. ) (JH WRD 7.1.12.2) -40% of excavated earth |
| 4 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer- in- charge. (For classification for Soil item- A & B). (JH-DWSD-SOR-3.1.1.2) |
| 5 | Providing coarse clean sand in filling in foundation trenchesor in plinth includingrall materials, labour, royalty and taxes all complete as per building specificationand direction E/I. (Mode of measurement compacted volume) [JH-BCD-SOR-5.1.10] |
| 6 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) in trenches without supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe guard against accident all complete (Pipe to be suppllied departmentally free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I. [DWSD SOR 3.1.32.b]: 900mm dia |
| 7 | Providing double flange sluice valve (Size 50mm to 1200mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc. all complete. DWSD SOR Item - M1039 B (Without bypass arrangements) : 900mm dia |
| 8 | Supplying labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and boilts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I (Sluice valve and pieces to be supplied departmentally free of cost). JH-DWSD-SOR-3.1.35 |
| 9 | Labour charge for one cutting of cast iron pipe and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.(JH-DWSD-3.1.43) : 900mm dia |
| 10 | Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I. (JH-DWSD-3.1.46) (Water to be supplied free of cost departmentally): 900mm dia Pipe |
| 11 | Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight. [JH-DWSD-SOR- Part B - M 1027 + C.P. @ 10% added. Fittings 900 mm dia |
| 12 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) + hard soil and disposal of excaveted earth as obtained to a distance upto 50 M. Including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. (BCD 5.1.1+ 5.1.2) |
| 13 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 min nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (JH-BCD 5.3.1.4) |
| 14 | Providing and laying in cement concrete in retaining walls, return walls, walls (any thickness) including attached plaster, colums, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five leevl, exluding the cost of centering, shuttering and finishing : position cement concreate of specified grade excluding the cost of centring and shuttring - All work up to plinth level : 1:1.5:3 (1 Cement 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nomainal size). (BCD 5.3.2.1) |
| 15 | Providing tor steel reinforcement of 10mm dia rods as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 (only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)). (JH-BCD 5.5.5a) |
| 16 | Providing shuttering including strutting, proping etc. and its removel after use in foundation as per specification and direction of E/I. (7.3.18) |
| 17 | Providing shuttering including strutting, proping etc. and its removel after use in various components of canal structure or embankment structure as per specification and direction of E/I. (7.3.19) |
| 18 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specificfation and direction of E/I. (Mode of measurement compacted volume) [JH-BCD-SOR-5.1.7] |
| 19 | Carriage of Materials: Cement |
| 20 | Stone Metal |
| 21 | Stone Chips |
| 22 | Steel |
| 23 | Add GST @18% |
| 24 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
