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| 1 | Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B) Foundation for Steel structure staging 4 nos x 1.10m x 1.10m x 1.45m = 7.01 m3 1nox1.10mx1.10mx1.45m=1.75 m3 Foundation for Solar panel BCD (5.1.1+5.1+2) |
| 2 | 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/I(Mode of measurement compacted volume) Foundation for Steel structure staging 4nosx1.10mx1.10mx0.08m=0.38m3 Foundation for Solar panel 1nox1.20mx1.20mx0.10m=0.144m3 BCD (5.1.10) |
| 3 | Providing designation 75 A 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 4nosx1.10mx1.10m=4.84 m2 Foundation for Solar panel 1nox1.10mx1.10m=1.21m2 BCD (5.6.1) |
| 4 | Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I Foundation for Steel structure staging 1x2.50mx2.50mx0.10m=0.63 m3 Foundation for Solar panel 1nox1.10mx1.10mx0.10m=0.121m3 platform 2.5*.61*0.2=0.3 BCD 5.3.1.2) |
| 5 | Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. (a)Foundation for Steel structure staging Footing and Vertical Pedestal Raft (BCD-SOR-5.3.1.1) (1x2.335mx2.335mx0.25m)=1.36 m3 4nosx0.50mx0.50mx1.00m =1.0 m3 Footing (BCD-SOR-5.3.1.1) 1nox0.90mx0.90mx0.25m=0.202 m3 |
| 6 | Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. Column (BCD-SOR-5.3.2.1) 4nosx0.35mx0.35mx1.5m=0.74 m3 Tie Beam 4nosx0.30mx0.30mx1.085m=0.39 m3 Vertical Pedestal 1nox0.30mx0.30mx1.35m=0.122m3 |
| 7 | Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I (a)Foundation for Steel structure staging As per Item-5, Total quantity of RCC=3.04m3 Total quantity of Steel @ 120.00 kg/m3 =3.04m3x120.00 kg/m3=364.80kg or say 0.36 |
| 8 | Providing structural steel galvanised squre pipe 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. |
| 9 | 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) |
| 10 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank(DWSD. Item No-01 M) |
| 11 | Transportation Charge |
| 12 | Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour |
| 13 | Making hole in Tank |
| 14 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 15 | 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) |
| 16 | Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile 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 level/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 including cost of all materials, over Load , Labours etc. complete as directed. |
| 17 | Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making 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. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019) |
| 18 | Provision of solar night lamp. |
| 19 | Cost of Transportation and other miscellanies charge ,for setting the ring machine at site etc all complete job as per direction of E/I. |
| 20 | Drilling of 300mm dia perfectly vertical bore hole, by mechanical Rotary Rig Machine for the specified depth below ground level in all types of soil, moorum, etc which solid core cannot be retained ,having unconfined aquifer, including all works pertaining to it and bending the casing pipe, at least 0.30m(from 0to 48meters depth below ground level0 as per direction of E/I |
| 21 | Drilling in all kinds of soil and rock in rural areas with D.T.H. Rig Machine, all complete including supplying of all materials, labour, tools, drilling rig machine ,air compressor and equipment’s as well as fuel, lubricants for making 115mmdia boring and cost of transportation charge of rig machine and other vehicle to site the work site as per specification & direction of E/I. DWSD Item 121 (ii)nstruction of chamber for 100mm sluice plates |
| 22 | Cost of 125 mm dia blue UPVC Casing Pipe as per IS:12818:2016 CML no- 5543459. (DWSD 108 |
| 23 | Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. (DWSD Item 125 |
| 24 | Providing and fixing centralizing guide to the well assembly at each and of slotted pipe to keep the assembly in the center of the hole so that to provide an even thickness of gravel pack. (From Old Model Estimate) |
| 25 | Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor) Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor). DWSD Item 128 |
| 26 | Providing gravel packing with approved best quality gravel in uniformly graded size between 3.16mm(1/8’’)to 9.53mm(3/8’’) including collection ,stacking ,washing &packing in the annular space between the bore hole and the other surface of casing pipe in layer of suitable thickness in the under space as required rate by manual , including all lead& lift ,tec. All complete as per direction of E/I (From Old Model Estimate) |
| 27 | Providing & supplying all labours, tools and plant for developing the gravel packed T/Well by use of compressed air for minimum 8 hours complete to make T/Well free from sand as per direction of E/I. |
| 28 | Supplying of 125 mm dia. Ribbed screen pipe confirming to IS:12818:2016 (CML no- 1543459) latest revision including carriage. (DWSD Item 134) |
| 29 | Carriage cost |
| 30 | coarse clean sand lead (55 K.M.) |
| 31 | stone chips lead (8 K.M.) |
| 32 | cement lead (3 K.M.) |
| 33 | Brick 10 km |
| 34 | Steel 3 km |
| 35 | GST 18% |
| 36 | Labourcess 1% Please Enable Macros to View BoQ information |
