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| 1 | Boring/drilling in 27\\" (685.80mm) dia bore hole with Reverse rotary method /any other method of latest technology as per ISI specification 2800-1991 (part-1) (with upto date amendments) kinds of soil or bounder formation including cost of consumable store fuel, oil, soil, stabilizing of material and transportation rigs to the site of the proposed bore including logging the bore hold with electronic logger (upto 305 mtr, below ground level). |
| 2 | 0-15 mtr' |
| 3 | 15-30mtr |
| 4 | 30-45 mtr |
| 5 | 45-60 mtr |
| 6 | 60-75 mtr |
| 7 | 75-90mtr |
| 8 | 90-105 mtr |
| 9 | 105-120 mtr |
| 10 | 120-135 mtr |
| 11 | 135-150 mtr |
| 12 | 150-305 mtr |
| 13 | Supplying & lowering of 12\\" (304.80) i/d Housing pipe in 2.50 to 5 mtr (8' to 16') but not less than 8' length with one longitudinal welded joint fabricated out of 8.00mm thick plate with threaded ends of minimum length 75mm it is to be fabricated 1/2\\" (12.5mm) thick plate to be suitable threaded to suit the pipe and to keep the housing pipe in the true vertical position including cost of scaffolding derricks, jim pipe etc. complete to entire satisfaction of EIC. |
| 14 | Supplying & lowering of 8\\"i/d (203.20mm) fabricated out of 8.00mm thick M.S BLIND pipe of length 4-6 mtr including the cost of scaffolding, derricks, Jim, pipe etc. complete to entire satisfaction of EIC. |
| 15 | Providing and lowering of 8\\" i/d (203.20mm) all welded stainless steel cage type wire wound screen (ERW) having wall thickness 6.3mm and slot size 0.50mm to 1.00mm including the cost of sockets,scaffolding derricks, jim, piles, tools & plants ropes gauging steel clamp etc. complete in all respects Make:- Johnson/Super/Star |
| 16 | Supplying & fixing reducing socket 12\\" x8\\" (203.20mm) i/d to be fabricated out of 1/2\\" (12.5mm) MS sheet plate with both ends threaded and having suitable size of sockets to suit for joining, testing for housing pipe complete in all respects. |
| 17 | Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading &sizes as per actual requirement, all complete as per direction of Engineerin-charge. (DSR 23.8) |
| 18 | Providing & fixing suitable bail plug to 8\\" (203.20mm) including the cost of M.S screen socket. |
| 19 | Supplying & fixing centering guides complete in all respects. |
| 20 | Supplying & fixing 12\\" (304.80mm) i/d well cap. complete in all respect. |
| 21 | Supplying & fixing 8\\" (203.20mm) i/d well cap. complete in all respect. |
| 22 | Development of tubewell with air compressor with 1100 CFM at 350 PSI or as per site requirement as per direction of EIC. |
| 23 | Development and stabilizing of tubewell with the help of submersible pumping of 120m3/hours capacity including lowering & removing the pump till the water is silt free as per IS:2800 as directed by the EIC> |
| 24 | P/F of MS Clamps 12\\" (304.80mm) 1/2\\" thick |
| 25 | Supplying water for lowering and installing the tubewells at site (Water charges deposited to MCPH Division no.2, Chd) 400000x4.54/1000=1816 K.ltr @15/-L.ltr |
| 26 | Pumping machineryDesigning, Providing, lowering, testing, commissioing & handing over of submersible pumping machinery including fully automatic totally enclosed panel, earthing to motor & panel, pressure gauge & suitable size of cable as per IS code :8034 for lowering inside 12\\" i/d casing pipe complete in all respect. |
| 27 | Supply of submersible motor and pump suitable for lowering inside 12\\" i/d casing pipe of tubewell. Head-110 mtrDischarge-10000-12000 GPHType of Impellor-BronzeHP-Stage-Make:-KSB/WPIL/Kirloskar/Hindustan/Seerex |
| 28 | Providing and fixing of MS clamp made out of 20 mm thick plate to suit the dia of column pipe. |
| 29 | Designing, Providing & fixing of totally enclosed control panel with air brake star delta starter 3 wire with automatic pahse sequence charger, necessary relays and other required equipment's for operation for operation of submersible pumping set for required capacity given at sr.no.1. The control panel board shall be made out of 2mm thick CRC sheet with dust ands vermin proof in accordance with ISI 2147-1962. The drawing shall be approved from the EIC before fabrication of control panel complete in all respect. |
| 30 | Providing, fixing and lowering of 3 core copper submersible cable 16mm Sq. suitable size complete. Make :- BCH/Finolex/L&T/ Havells |
| 31 | Earthing to panel pump motor etc with 2 no CU wire no.8 SWG in each earth 15mm dia GI pipe partly on surface complete with 135 cm alongwith 50mm dia GI earth pipe, GI reducing socket (50mm x15mm) including erection of same 4 mtr below ground level & necessary charcoal & salt mixture etc. including boring and refilling upto panel and motor 15mm dia , GI pipe recessed in wall floor etc. as required and inclu. the cost of thimble etc. (2 station earthing) |
| 32 | P/F of \\"H\\" shaped base frame made out of M.S Grinder ISMB (5\\"x10\\") 20mm thick M.S. base plate 3mm thick M.S. sheet for well cover including the cost of painting on all sheet work, construction of circular gravel pit/well with first class brick work in cement sand mortar 1:5 and including cost of excavation, P.C.C.1:3:6 cement plaster 12.5 mm thick 1:4 etc. complete in all respect as per drawing attached. |
| 33 | Providing & fixing of MS pipe 6\\" i/d support (1.00 mtr above GL) for delivery pipe line i/c cutting of pipe welding cost of 8mm thick MS plate 6\\" wide cement concrete block and painting with 2 coats of anticorrosive black paint complete. |
| 34 | Supplying and erection of PVC pipe 90mm o/d (4kg/cm2) for protection of cable of make: Finolex/diplast/ supreme. |
| 35 | Providing, laying, jointing, cutting and testing of 6\\" i/d MS pipe class 'C' heavy duty complete in all respect. |
| 36 | Providing & fixing of following material/ specials including the cost of nuts bolts, rubber packing, painting etc. complete in all respect to the satisfaction of EIC. |
| 37 | D.I 150mm i/d Sluice valve of Make:- AVK/VAG/IVC/Kirloskar |
| 38 | D.I 100mm i/d Sluice valve of Make:- AVK/VAG/IVC/Kirloskar |
| 39 | D.I 80mm i/d Sluice valve of Make:- AVK/VAG/IVC |
| 40 | C.I. A/F tee 150mm x150mmx100mm i/d |
| 41 | C.I. A/F tee 150mm x150mmx80mm i/d |
| 42 | M.S bend 4\\" i/d x90° |
| 43 | MS Increaser 4\\"x6\\" i/d (A/F) |
| 44 | C.I A/F bend 4\\" i/d x90° |
| 45 | C.I A/F bend 6\\" i/d x90° |
| 46 | C.I tail piece (F/P) 6\\" |
| 47 | D.I air valve 80mm i/d |
| 48 | D.I. non return valve 150mm i/d make: AVK/VAG/IVC |
| 49 | M.s flange 6\\" i/d of 12mm thick |
| 50 | Providing & lowering double flanged M.S Column pipe 100mm i/d \\"c\\" class having length 3 mtr Make: Jindal /TATA complete in all respects. |
| 51 | Providing and fixing of compound and pressure gauge 100mm make:- Fie fig/H-guru including drilling the MS pipe, stop cock, etc complete in all respect. |
| 52 | Erection charges for pumping set including the cost of nuts & bolts, rubber sheet 6mm thick for lowering of 100mm dia column pipe, MS plate 12mm thick size 18\\"x18\\" size in two parts having opening for 125mm dia pipe, 1 feet long MS adopter one side threaded and other side flanged, clamp and frame arranagement for interlocking of pump and motor with column pipe made from 40mmx6mm MS strip and cleaning of MS pipe and painting with 2 coats anticorrosive paint. (MS column pipe will be supplied by deptt. free of cost). |
| 53 | Making connection of main line through opening and making good the same. |
| 54 | Providing & fixing of Polythene foam sanwiched between pre-painted 0.5mm thick galvanized steel sheets with wall panel thickness of 50mm short Rib configuration for extra strength with off white colour tapered trapezoidal profiled roof to prevent the struture from Rain water with in built feature like boxed adges which prevent rain water from free falling and helps drive the water towards the sides of the struture. The roof panel thickness will be of 65mm max upto Rib. The panel type will be tongue and groove with density of 40+2kg/m3. The compressive an adhesion strength should not be less than 110+210 kpa the panels will have water vapor permeability upto 5 ng/passim with water absorption of 0.2% Max. at relative humidity 98%. It should further confirm to IS 12436-88. The panel are unique tonhue-n- groove joinery for air tight effective panel to panel interlocking that is to install and applied throughly at each and every part of the struture on order to make it leak proof and peroperly sealed 'L' and 'U' shaped flashing of size 50x50x75x75 and 100x100 as and if required for covering each and every polythene foam sandwich between pre-painted 0.5m thick galvanized strength steel sheets with panel thickness of 50mm short Rib configuration for extra strength with off white colour, three nos. open able window of Aluminimum Electrical items like 1 no. tube light , 1 no. wall maintianed fan, 1 no. exhaustionfan, 1 no. plug sockets and power plug socket with switches. winning will be done with ISI mark wires alongwith conducting complete (Size 3mtrx3mtr as per enclosed drawing). |
| 55 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil (DSR 2.8.1) |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) (DSR 4.1.10 A) |
| 57 | Cement concrete flooring 1:2:4. 40mm thick with 20mm nominal size stone aggregate (DSR 11.3.1) |
| 58 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2) |
| 59 | Construction of 9\\" thick toe wall 2\\" high 25 mtr x0.23x(0.60+0.30)=5.18 cum ( NSI) |
| 60 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) (DSR 13.1.2) |
| 61 | P/F wire mesh jail of size 4-2\\"x2-0\\" made out of frame angle 40x40x5mm, cross flat 32x6 m killy of at tape of killy 6\\" log 3\\" at both side jailm of square mesh 1\\"x1\\" behrar 8\\" grout 1-0\\" depth in cement concrete including primer coat & two cost of brcik enamel paint complete 22 mtr x0.60=13.20 sqm (NSI) |
| 62 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) |
| 63 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.(DSR 2.8.1) |
| 64 | Supplying, laying,jointing & testing D.I 6\\" i/d D/F sluice valve ISI marked complete with cost of rubber packing, nut & bolts, carriage, loding unloading complete in all respect (PN rating 1.0) (IS:P 14846/2000) (Kirloskar/VAG/IVC) (NSI) |
| 65 | Only labour for making connection of existing pipe line with newly laid pipe line including the cost of excavation, dewatering laying of 1 mtr pipe of same size & cutting of existing pipe etc. Complete in all respects. (the specials for the connection will be supplied by the deptt.) with 6\\" i/d CI/DI/MS existing pipe line (NSI) |
| 66 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile IronPipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-7 pipes (DSR 18.72.1) |
| 67 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes orDuctile Iron Pipes including testing of joints and the cost of rubbergasket :150 mm dia pipes (DSR 18.70.2) |
| 68 | Providing and fixing of DI NRV 6\\" i/d ISI marked complete in all respect (Kirloskar/VAG/IVC) |
| 69 | Constrcution of brick masonery chamber for sluice valve & scouring including excavation, 1 st class brick work in cement sand mortar 1:4 (1cement:4 caorse sand) 12.5mm cement plaster 1.4 (Cement rendering C.C.1:8:16) complete in all respect 3'x3'x4' Please Enable Macros to View BoQ information |
