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| 1 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 1Drilling borehole by Rig machine with Odex-115 (Simultaneous driving of casing pipe) method of drilling through any kind of soil, boulder, rock etc. upto the required depth. This item includes the cost of hiring of Rig machine, Compressor, Supporting vehicle and other machinery & equipments with operators, drivers, laborers etc. Proportionate cost of drilling tools and accessories such as Hammer, Pilot bit, Reamer bit, Guide device, Guide sleeve etc. Cost of consumable materials like fuel & lubricants, electrode for welding, any other related equipment, materials and service etc.a) GL to 60 mtr |
| 2 | b) 60 mtr. to 100 mtr |
| 3 | PHE SCHEDULE, PAGE NO. TW-4, ITEM-6Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length. |
| 4 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 7Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site |
| 5 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 8Development of the tubewell by Air Compressor upto the satisfaction of EIC. It includes arrangement of all machinery, supply of fuel & lubricants, laborers, any others etc. |
| 6 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 9Supply and delivery of 128 mm ID/139 mm OD MSERW fin cut Pipe. |
| 7 | PWD S&P SCHEDULE, PAGE NO. 52, ITEM- 6Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. ::: (iii) 80 mm dia. |
| 8 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 11Supply and delivery of Bit tube (0.67mtr. Long) for Odex-115 |
| 9 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 12Supply and delivery of Casing Shoe (for Odex-115) |
| 10 | PHE SCHEDULE, PAGE NO. TW-4, ITEM- 13Supply and delivery of Packer Assembly (for Odex-115) |
| 11 | PHE SCHEDULE, PAGE NO. TW-5, ITEM- 14Supply and delivery of MS TW Specials (Clamp, Cap, Bail plug, Lugs, Ring etc.) |
| 12 | PWD S&P SCHEDULE, PAGE NO. 55, ITEM 23Collecting 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. |
| 13 | PWD BUILDING SCHEDULE, PAGE NO. 251, ITEM 1 Digging earth in any soil including mixed soil but excluding moorum, laterite sand stone or any other hard stone including spreading or stacking the spoils within a lead of 75 metres as directed bailing out water upto 1 metre depth, shoring etc., when and if required and back filling with fine sand (including cost of sand) on completion of steining works.A) R.C.C. Ring Well i) 1.2 metre diameter of digging for 0.9 metre internal diameter of well ring.a) Upto 3 metre below G.L. |
| 14 | PWD BUILDING SCHEDULE, PAGE NO. 256, ITEM 2 R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80% reinforcement (including the cost of shuttering and reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing with cement mortar 1:2 complete as per direction. :::: ::::: a) 65 mm thick and 0.9 metre internal dia. |
| 15 | PWD BUILDING SCHEDULE, PAGE NO. 258, ITEM 7 Sinking Precast R.C. well ring made with cement concrete 1:2:4 with stone chips and necessary reinforcement fitted and fixed in position true to plumb including all labour and hire charges of tools and Plant complete as directed and jointing rings with cement mortar (1:2) ::: (a) 90 cm dia (internal) |
| 16 | PWD Building SCHEDULE, Page - 99 / Item -1M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 17 | PWD Building SCHEDULE,Page - 1 / Item -2Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding 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.4x1.05x1.05x1.5=6.62 cum |
| 18 | PWD Building SCHEDULE,Page - 35 / Item -22. II)(II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety :::: In ground floor :::: (a) 1:3:6 proportion |
| 19 | PWD Building SCHEDULE,Page - 26 / Item -10. ii)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.(ii) River Bazree |
| 20 | PWD Building SCHEDULE,Page - 42 / Item -36. 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. |
| 21 | PWD Building SCHEDULE,Page - 43 / Item -40. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal 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 II. Other than SAIL/TATA/RINL |
| 22 | PWD S&P SCHEDULE, PAGE NO. 12 of 124, ITEM 19(I)Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (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 with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately) (a) For Exposed Work :::: PVC Pipes :: (Dia) 25 mm dia. |
| 23 | 20 mm dia. |
| 24 | 15 mm dia. |
| 25 | PWD S&P SCHEDULE,Page - 37/Item -6 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(b) 1500 litre capacity |
| 26 | PWD S&P SCHEDULE,Page - 7 / Item -7. f)Supplying, fitting and fixing bib cock or stop cock. :: f)- (ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent) :: 15 mm |
| 27 | PWD Building SCHEDULE,Page - 200/Item -1. a)((b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(b) On steel or other metal surface : With super gloss (hi-gloss) :: (iv) Two coats (with any shade except white) |
| 28 | PWD Building SCHEDULE,Page - 200 / Item - 2. b) iv)(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 29 | PWD S&P SCHEDULE, PAGE NO. 56, ITEM 27Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. |
| 30 | WRI&DD SCHEDULE, Chapterer-12.00, Item - 1(b)Solar Module: Supply, transport, installation and commissioning of ISI marked solar module as per following specification.1. Cell: Indigenous mono crystalline silicon SPV cells.2. Solar Module: Monocrystalline cell with PERC technology/module with bifacial cell3. Standards: ISI marked as per IS 14286 and having certification of IEC 6183(1), 61730(1&2), 617104. Modules must quality 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 be less than 90% at the end of 10 years and 80% at the end of 25 years.9. Power output of individual PV modules used in the PV array, under STC minimum 300Wp.Necessary test certificate also to be supplied. For detail information please see cl. No 2.1 of technical specification.b) For 1 HP Off-Grid Solar water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV Modules |
| 31 | WRI&DD SCHEDULE, Chapterer-12.00, Item - 2Module Mounting Structure:Supply, transportation & Installation of GI manual tracking/Fixed structure made of MS Hollow Section, Pipes, Plates, angles etc as per IS4923, IS:1161/1239, IS:1079/2062, to hold min 300Wp SPV Module as per drawing and technical specification. The steel structure is to be protected with minimum 80 micron galvanization (hot dip) and provided with fixed arrangement of dual axis manual tracking arrangement for three times in a day and seasonal lilting to face the sun optimally. |
| 32 | Power conditioning unit with enclosure:Supply, transportation, Installation and commissioning of Solar Power Conditioning Unit consisting of following components and features1. Variable frequency Drive with inbuilt MPPT, Voltage range suitable for operation pump-motor set of 1HP to 20 HP, detail mentioned in cl 6.12. Power input: DC source for 1HP, 2HP and 3HP3. Power input: AC/DC source or hybrid for 5HP and above4. Incomer: DC MCB 2 Pole 16 amp upto 5HP, 25 amp for 7.5HP and 10HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-25. Incomer: AC MCB 4 Pole 16 amp upto 5HP, 25 amp for 7.5HP and 10HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-26. Type II DC SPD of 40 KA7. Type II AC SPD 40 KA for AC/DC or Hybrid input8. Dual input (Solar/Grid) 25 amp changeover switch for 5H and 7.5HP, 40 amp for 10HP, 63 amp for 15 to 20 HP9. Reverse protection diode 1600 VDC with heat sink 10. Data logger11. Remote monitoring system12. Should have built –in EMC filters13. IP 65 glands for cable in and out14. Min. IP 54 enclosure. For details features, protection, RMS, communication architecture, security Data storage, tolerance or various parameters, standards to be qualified, etc. please refer to cl. 6.1 of technical qualification. For 2 HP capacity Pump-motor Set with DC input |
| 33 | WRI&DD SCHEDULE, Chapterer-12.00, Item - 4Cable and Accessories:Supplying, fitting and fixing of UV rated Copper cable laid inside HDPE conduit and other accessories as per following with necessay connection with the Solar PV Module, MPPT etcI. 4.0 Sqmm Single core multi studs-5m (for 1HP/2HP/3HP)ii. Lugs, HDPE Pipe, Flexible pipe, saddle, cable tie etca) For 1HP / 2HP / 3HP per structure |
| 34 | WRI&DD SCHEDULE, Chapter-12.00, Item - 5Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. 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 GI pipe including excavation of soil for installation of each electrode and filling & ramming and connection to individual structure to earth electrode including S&F 20mmx3mm galvanized (Hot Dip) MS flat on Wall/floor with GI saddles as required and connecting to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 35 | WRI&DD SCHEDULE, Chapter-12.00, Item - 7-b)Lighting protection (Pole mounted): Lighting protection with 3”x1.5” GI pipe of 6m+1m height with base flange in proper RCC foundation and S&F Lighting Conductor Air Terminal made of 20mm dia 1000mm long GI pipe (ISI Medium) having five discharge prongs of 4SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip0 wire and 85 mm dia 6mm thick GI base plate at bottom incl. necessary holes etc. Eating with 65mm dia GI pipe (Medium) 3.0mts long and 1/9/10 stranded GI (Hot Dip) wire (4 mts long) 20mm dia x125mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire crimping sockets/ thimbles and S&F 65mm dia GI Pipe (ISI-Medium) protection (3 mts. Long) to be filled with bitumen partly under the ground level and partly above the ground level to an average depth of 3.65 Mts. Including connection to earth electrodes with 25x6mm GI strips |
| 36 | WRI&DD SCHEDULE, Chapter-12.00, Item - 8-b)-i)Supply and Installation of 3 Phase AC electromotor Pump-motor set with speed of 3000 rpm (synchronous speed) suitable for Solar applications and shall have 60 months guarrentee for folloing conditions including loading, unloading, transportation etc :-b) 2 HP 3 phase Monoblock Pumpmotor having discharge at required head as below :- 2 HP 3 phase AC Open Well submercible Pump set with external part made of Stainless Steel of grade 304 or higher as per as per IS 6911 & IS 3444, for PDW with discharge of 5.0 - 6.0 Lps at 16 mts total head with required quantity of flexible deliver pipe (20m), clamps, cable and all other accessories to complete connection of suction and delivery side. The Pumpmotor should be tested as per IS 14220:2018 (first revision) |
| 37 | WRI&DD SCHEDULE, Chapter-12.00, Item - 9Testing and commissioning of scheme after completion of all work |
| 38 | WRI&DD SCHEDULE, Chapter-12.00, Item - 11Cleaning and washing of modules once in month with clear water to remove diposited dust and dirt on the dodule surface and deep the modules clean throughout the ear. The activity to be performed for eight months in a year excluding four monsoon months. A log book should be maintained at the site for the said purpose |
| 39 | WRI&DD SCHEDULE, Chapter-12.00, Item - 11Comprehensive Maintainance Charges for 5 years (Which cover monthly Inspection, Yearly training to WUA to attend breakdown within 3 days and to keep the scheme in operation without lapse of time) a) For 2 HP both for Submersible & Surface Pump |
| 40 | WRDD SCHEDULE,Page - 114 / Item - 2(i)Supplying , fitting and fixing of Sand Filter - Manual as per IS:14606Sand Filter :: 10 m³/ hr-M Single |
| 41 | WRI&DD SCHEDULE, Chapter-12.00, Item - 6-a)Lighting system at scheme (with lighting Pole)Dusk to dawn lighting arrangement at 4 mts height above ground level, with Hot dip Galvanised 80mmx50mm, medium duty pipe with 12V, 15Ah 2-in-1 Lithium ion/Ferro- Phosphate battery with in-built 7-11 Watt LED lamp, 50 Wp solar panel (min 19% eff.) to cover the scheme area. The lighting system should be warranted for 5 years for the date of installation |
| 42 | WRDD SCHEDULE,Page - 77 / Item – 18Supplying 1 m × 0.6 m × 24 swg MS board containing list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Blue and words - White to be fitted and fixed on the Structure. (Signboard regarding Work details) |
| 43 | Add:- GST @ 18% |
| 44 | Add:- Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
