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| 1 | P-50/Item no-2(a) Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reservecirculation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and makingarrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.(a) For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre).(i) First 50 metre |
| 2 | ii)Next 50 metre |
| 3 | Pg- 52/Item no-6(iv) Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. i) 100mm dia - |
| 4 | Pg-13/Item no-19(ii) Supplying, fitting and fixing PVC pipes for underground work of approved make (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. 100mm dia for casing - |
| 5 | 25mm for rising pipe - |
| 6 | P-29/Item no-1/a(ii) Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials.(a) For Exposed Work(ii) CPVC Pipes Class-2,SDR-13.5From Storage Tank to Stand Post 25mm - |
| 7 | Item no- 6/P-37 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity |
| 8 | P-6/I-7/e (PWD/SP) Supplying, fitting and fixing bib cock or stop cock.(e) PTMT (Polytetra Bib Cock / Stop Cock (Prayag or equivalent) 15 mm |
| 9 | Pg-55/Item no-20 Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 10 | Pg-55/Item no-23 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 11 | Item no-2/P-1 Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm. |
| 12 | Item no-1/P-14 . Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 13 | Item no-22/ii/P-35 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. (1:3:6)N.B. Variety (b) River bazree Foundation base - |
| 14 | Item no-10(ii)/P-26 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 15 | Item no- 7/ P-15 Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor |
| 16 | Item no-3/P-1 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 17 | (c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. |
| 18 | Item no-1/P-14 . Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 19 | Item no-16/P-16 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 20 | Item no-1/P-189 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] _With cement mortar, 15mm thk (4:1) |
| 21 | Item no- 35/P-64 Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile &finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 22 | (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative |
| 23 | Item no- 36/a/P-42 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 24 | Item no-40/P-43 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel -(JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL) |
| 25 | WRI&DD SCHEDULE, Page - 1/ Item - 1(a) Solar Module: Supply, transport,installation and commissioning of ISI marked Solar Modules as per following specification: 1. Cell: Indigenous mono crystalline silicon SPV cells 2. Solar Module: Monocrystalline cell with PERC technology / module with bifacial cell. 3. Standards: ISI marked as per IS 14286 and having certification of IEC 61853(1), 61730(l&2), 61710 4.Modules must qualify to IS 170210 (Part 1) 5.Min. Efficiency: 19.5%. 6. Fill factor: More than 75%. 7. Module wattage mismatch in the SPV array: within +3% 8. Wattage output warranty:Should not be less than 90% at the end of 10 years and 80% at the end of 25 years. 9.The power output of individual PV modules used in the PV array, under STC :minimum 300 Wp. Necessary test certificates also to be supplied. For detail information please see Cl. no. 2.1 of technical specification . a) For 1 HP Off-grid Solar Water Pumping System with Monocrystalline /Monocrystalline PERC/bifacial SPV modules - 900 - 1200 Wp. 3 x 350 Wp = 1050.0 Wp |
| 26 | WRI&DD SCHEDULE, Page - 2/ Item - 3 Power conditioning unit with enclosure :Supply , transport , installation and commissioning of Solar Power conditioningUnit consisting of following components and features:1) Variable frequency Drive with inbuilt MPPT, voltage range suitable for operating pump-motor set of 1HP to 20 HP, detail mentioned in Cl.6.12) Power input : DC source for 1HP, 2HP and 3HP.3) Power input : AC / DC source or hybrid for 5HP and above.4) Incomer: DC MCB 2 Pole 16 amp upto 5 HP, 25 amp for 7.5HP and 10 HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-25) Incomer: AC MCB 4 pole 16 amp for 5.0 HP, 25 amp for 7.5HP and 10 HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-26) Type II DC SPD of 40 KA.7) Type II AC SPD of 40 KA for AC/ DC or Hybrid input.8) Dual input (solar/Grid) 25 amp changeover switch for 5HP and 7.5 HP, 40 amp for 10 HP, 63 amp for 15 to 20 HP9) Reverse protection diode 1600 VDC with heat sink.10) Data Logger.11) Remote monitoring system.12) Should have built -in EMC filters.13)1P 65 elands for cable in and out.14) Min. IP 54 enclosure.For detail features, protections, RMS, Communication architecture, Security, Data storage, tolerance of various parameters, standards to be qualified, etc. please refer to Cl. 6.1of technical qualification. a) For 1HP capacity Pump-motor set with DC input |
| 27 | WRI&DD SCHEDULE, Page - 2/ Item - 4 Cable and Accessories :Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc. i. 4.0 Sq mm single core multi studs - 5m(for 1HP/2HP/3HP) & 20m(for 5/7.5/10/15/17.5/20 HP) ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc a) For 1HP/2 HP/3HP per structure |
| 28 | WRI&DD SCHEDULE, Page - 3/ Item - 5 Earthing: Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and 1x4 SWG Gl (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long Gl bolts, double nuts, double washers incl. S & F 15 mm dia Gl pipe protection (1Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium Gl pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S8iF 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with Gl saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 29 | WRI&DD SCHEDULE, Page - 3/ Item - 8 Supply and installation of 3 phase AC electromotor pump-motor set with speed of 3000 r.p.m(synchronous speed) suitable for Solar applications and shall have 60 months guarantee for the following conditions including loading, unloading, transportation etc.:- a) 1HP 3 phase AC surface mounted Monoblock Pump-motor set as per IS 9079 with with discharge of 4.0 -5.0 Lps at 8 mts. total head with, required quantity of flexible delivery pipe( 10m), clamps, cable and all other accessories to complete connection of suction and delivery side . |
| 30 | Fixing of Public Information Board for displaying scheme details - |
| 31 | GST @18% - |
| 32 | Labour Welfare Cess @ 1% - Please Enable Macros to View BoQ information |
