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| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 3 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 4 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | (a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) |
| 9 | (b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) |
| 10 | For Structure :--- Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials & labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80 microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. |
| 11 | Information board for IEC :-Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP -2019-2020 Sec.F Item 6) |
| 12 | Materials and labour for vinyl painting of matter given by department in different colour (As per Market Rate) |
| 13 | H.D.P.E. Providing and fixing one piece molded water tanks made of Container Syntax or similar or low density polyethylene including delivery to destination and fixing of accessories like inlet, outlet overflow capacity of all tanks. 2000.00 liter capacity water storage tank (D.W.S.D. Item No. 01M) |
| 14 | To lift a 2000 liter capacity tank to a height of 4.5 meters with lifting equipment along with rope and labour. |
| 15 | Making a hole in the tank. |
| 16 | G.I. Making long screws in pipes and including supply and fitting of additional sockets, jam nuts etc. |
| 17 | Earth work in excavation (As per I.S. 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. For classification of Soil item - B |
| 18 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 19 | 65 mm dia - Density of pipe 1.38 to 1.43 GM per cubic metre OD :74.5 to 75.2 mm wall thickness End 9 mm to 10.7 MM barrel 9 mm to 10.7 mm length 3 meters rising main |
| 20 | 50 mm dia - Density of pipe 1.38 to 1.43 GM per cubic metre OD :87.5 to 88.2 mm wall thickness End 9.8 mm to 11.9 MM barrel 7.3 mm to 9 mm Length 3 meters Delivery Pipe. |
| 21 | 63mm HDPE Pipe- |
| 22 | 50mm HDPE Pipe- |
| 23 | 32mm HDPE Pipe- |
| 24 | 20mm HDPE Pipe- |
| 25 | 50 mm dia |
| 26 | 65 mm dia |
| 27 | Providing High Density Polyethylene (HDPE) fittings of 20 mm to 225 mm OD and pressure 6.0 kg/cm2 and 10 kg/cm2 suitable for water supply conforming to ISI – 4984/14151/ 12786/13488 Available in all standards. ISO 4427, DIN-8074 & Material Rates. PE-80,PN-10 |
| 28 | 50mm HDPE Pipe- |
| 29 | 65mm HDPE Pipe- |
| 30 | 65mm HDPE Pipe- |
| 31 | 50mm HDPE Pipe- |
| 32 | 32mm HDPE Pipe- |
| 33 | 20mm HDPE Pipe- |
| 34 | As per the guidelines of Engineer-in-charge as per IS-1239 (Part-1/2004) 15 M.N. Tata of Vyara or its equivalent G.I. Pipe (ISI Mark) of medium quality with provision for stand post (including CP). |
| 35 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost). 15 mm dia G.I. pipe |
| 36 | 15 mm dia |
| 37 | 20x15mmdia |
| 38 | 15 mm dia |
| 39 | 15mm dia |
| 40 | Supplying and fixing of G.M. ferrule of approved make in existing C.I. main including drilling and taping C.I. main all complete as per specification and direction of Engineer-in-Charge. 3mm,6mm,10mm dia ferrule wt. Not less than 425 gm. |
| 41 | 50 mm dia and weight not less than 1.5Kg |
| 42 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm dia Full way valve |
| 43 | Providing and fixing 15mm dia male ended C.I.Body brass spindle valve and seat bib cock of approved quality (Wt. not less than 400gms.) with extra socket all complete as per specification and direction of E/I. |
| 44 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 45 | 1.20M x 0.90 M size P.C.C (1:2:4) Rectangular Platform - |
| 46 | Provision for construction of 600 x 600 x 450 mm deep brick masonry chamber of internal size 600 x 600 x 450 mm for protection of bore well with thick heaver of 125 mm and 75 mm RCC curb on the surface of which sheet plaster etc. all completed works (Annexure.) |
| 47 | 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) |
| 48 | Provision of all complete work of fitting and fixing of HDPE shed from 32 mm to 50 mm as per the guidelines of Engineer-in-charge and as per approved design. (According to old model estimates) |
| 49 | (i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 50 | Carrying out recuperation/Yield Test for ascertaining thedischarge of constructed well/excavated profle as directed by the IEC. The test out by the drawing down water from the well/profile below normal/subsoil water level up to full depth rise is recorded the normal water leve/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme Shall be recorded prior to the test inciuding cost of al! materials, over Load . Labours etc. Complete as directed. |
| 51 | Supplying all labours, tools and dismantling of head & water tank assembly and taking out 32 mm dia old G.l. Pipe, connecting rod, cylinder assmbly the disnantled components after necessary Chenging for makng the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. (As per Model Estimate of Solar Energy based Mini WSS, T.S done by SE Ranchi Circle & Circle Gumla dt. 21.05.2019) |
| 52 | Provision of solar night lamp. |
| 53 | Transportation of material from sources to work site, loading, transporting, unloading and completing all work at work site . (assuming 5% of civil work) |
| 54 | Annual repair and maintenance for 5 years. |
| 55 | G.S.T @ 18% |
| 56 | Labour Cess 1% Please Enable Macros to View BoQ information |
