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| 1 | (1) Civil WorkEarthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (5.1.1) |
| 2 | Earthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) (5.1.2) |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (5.1.7) |
| 4 | Providing coarse clean Sand in Filling 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/l (Mode of measurement complacted volume). (5.1.10) |
| 5 | Providing designation 75 B 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/l. (5.6.3) |
| 6 | Providing P.C.C. M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.2) |
| 7 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 8 | Centering and Shutering including strutting propping etc.and remove all (Foundation, Footing bases of Column etc for mass concrete) (5.3.17.1) |
| 9 | Centering and Shutering including strutting propping etc.and remove all (Column, Pillers, Piers and abutment etc) (5.3.17.6) |
| 10 | Centering and Shutering including strutting propping etc.and remove all (Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5) |
| 11 | Centering and Shutering including strutting propping etc.and remove all (Suspended floors roofs landing balconies and access platform ) (5.3.17.3) |
| 12 | Providing designation 100A brick work with Flyash lime brick (Flage) confirmation IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:6) in Foundation & Plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. (5.2.49) |
| 13 | Providing designation 100A brick work with Flyash lime brick (Flage) confirmation IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. (5.2.52) |
| 14 | Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. (5.5.5b) |
| 15 | Providing 12mm cement plaster(1:6) with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. (5.7.3) |
| 16 | Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. (5.7.6) |
| 17 | Providing Two coats of Snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plaster surface smooth with sand paper scaffolding, curing and taxes all complete as per building specification & direction of E/I. (painting on innner sides ) (5.8.24) |
| 18 | Providing 50mm thick CC Flooring (1:2:4) with stone chips in two layers bottom layer 19mm thick (1:2:4) with 12mm to 6mm. Size graded stone chips and top layer 6mm. Thick (1:2) with 6mm down stone chips. In panels including cost of curing finishing the surface smooth by rubbing with carborndum stone direction of E/I. (5.6.9) |
| 19 | Supplying Fitting and fixing 20 guage GCI sheet Gate fitted on M.S. Angle Frame of size 60x60x60mm including cost of fabrication providing necessary locking arrangement with haskal and domny duly fixed in PCC (1:2:4) blocks of required size, applying a priming red lead paint over steel work taxes all complete as per drawing specification and direction of E/I (5.5.29) |
| 20 | Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. (5.8.45) |
| 21 | Carriage of Materials Sand From 17 km |
| 22 | Bricks from 10 km |
| 23 | Stone Chips From 15 km |
| 24 | Cement + Rod (Lead 10 KM) |
| 25 | (2) Provision of 1.0 HP DC Solar Motar pump set/water storage tankProvision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly. |
| 26 | Polythene water storage tank of ISI Mark (e.g. Sintex/Sinter/Himgir/Gangotri etc.) with cover and locking system (SOR DWSD Pg. 31 M079) |
| 27 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil 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 including cost of all materials, Over Load, Labours etc complete as directed. |
| 28 | (3) Construction of Galvanized Tubular Steel 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 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. (DSR 10.16.1) |
| 29 | (4) Rising and Distribution PipeEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated 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. (3.1.1.1B) DWSD) |
| 30 | Dismantling plain cement or lime concreta work inluding stacking serviceable materials in countable stacks withing 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (5.10.2) |
| 31 | Providing P.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.1) |
| 32 | Rising Supplying G.I. Pipe 50mm dia (TATA or equivalent make) as per 1239 (part-01)/2004 ISI marked / medium quality all complete as per specification and direction of E/l. (M193 DWSDPg31) |
| 33 | DistributionProviding and supplying High Density polythethlene pipe (HDPE) of 20mm to 225 mm OD and pressure 6.0 kg/cm2 and 10kg/cm2 suitable for water supply which is available in all standarad confirming to ISI -4984/14151/12786/13488, ISO4427, DIN -8074 materials rate are ex-factory exculding trasportation, taxes and duites PE-80, PN-10 (ITEMS No-112M 1028)50mm HDPE Pipe |
| 34 | 32mm HDPE Pipe |
| 35 | 25mm HDPE Pipe |
| 36 | Providing and fixing GUN Metal gate valve with c.i wheel of approved quality (screwed end )DSR 18.17.550MM dia |
| 37 | 65MM dia |
| 38 | Providing and supplying High Density polythethlene pipe (HDPE) of 20mm to 225 mm OD and pressure 6.0 kg/cm2 and 10kg/cm2 suitable for water supply which is available in all standarad confirming to ISI -4984/14151/12786/13488, ISO4427, DIN -8074 materials rate are ex-factory exculding trasportation, taxes and duites PE-80,PN-10 (ITEMS No-112M 1028) |
| 39 | Lowering ,Laying and jointing H.D.P.E/M.D.P.E pipe I proper poisition including All specials by compression fitting /electro fusion and butt fusion joining proccedure as per relevent IS CODE complete with all materials for jointing as per IS-7634 part-ii MJP 19-20 SEC-I-IX SL NO 2(I)Distribution50mm HDPE Pipe |
| 40 | 32mm HDPE Pipe |
| 41 | 25mm HDPE Pipe |
| 42 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I(1) Elbow (a) 15 mm dia |
| 43 | (2) Reducer socket (a) 20x15 mm dia |
| 44 | (3) Nipple (a)15 mm dia |
| 45 | (4) Plain socket (a) 15 mm dia |
| 46 | Providing and fixing G.M terrule of approved make in exisiting C.I/D.I INCLUDING DRILLING AND TAPING c.i/d.i Main all complete as per specification and direction of E/I 3mm,6mm,10mm ferrule weight not less than 425 gm (Josr DWSD 3.1.4.1) |
| 47 | Providing and fixing of male ended c.i body brass spindle valve and seat bib cock of approved quality with extra socket all comp as per speciication and direction of E/I (Josr DWSD 3.1.5.2) |
| 48 | (5) Installation of (200x165x125m) deep bore well HYDP (100m)HYDT: Cost of drilling 200 mmx165mmx125m deep bore well in all kinds of soil in rural area for installation of pump set with hydraulic DTH rig machine ,all comp including supplying all material tools 'drilling rig,air compressar and equipment as well as fuel ,lubricants and cost of transportaion of rig machine and other vehicle upto the site (basic rate) (Pg.57/119 (M1035)(i) 0-50 M |
| 49 | (ii) 50 M to 125 M |
| 50 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs,conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia (DSR 23.3.2) |
| 51 | Providing and fixing MS Clamp of required dia to the top of casing'housing piope of tubwell asd per IS 2800 including necessary bolts & buts of required size complete 200mm clamp |
| 52 | Supplying all tools,equipment and labour and doing washing,flushing and devlopment of drilled tube well to give clean and clear water all complete as per direction of E/I |
| 53 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge all complete job. (DSR 18.8.4)(a) 32mm Nominal outer dia Pipes |
| 54 | Singh Board and Photograph |
| 55 | Goods & Service Tax (G.S.T. 18%) |
| 56 | 1% Labour Cess Please Enable Macros to View BoQ information |
