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| 1 | Model-02 :- 20 Nos Scheme,02 Nos tola and 782 Nos H.C. |
| 2 | Construction of 125mm x115mm x 90.0 M deep Drilled Tube Well |
| 3 | (A) Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump |
| 4 | Supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete |
| 5 | (a) 0.00m Up to 30.00m depth below G.L. In Rural Areas (DWSD 118) |
| 6 | (b) 30.000m Up to 90.00m depth beyond . In Rural Areas |
| 7 | Basic rate of 125mmdia Blue UPVC Casingpipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 (DWSD 105) |
| 8 | Supplying all materials, labour and inserting UPVC bluepipe 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 revisionall complete job with taxesas per specification and direction of E/I. (DWSD 122) |
| 9 | Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe (DWSD 124) |
| 10 | Supplying all tools, equipments and labour and doing washing, flushing, and developing of drilled tube well to give clean and clear water all complete job as per direction of E/I. |
| 11 | Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/(DWSD 125) |
| 12 | Supplyingmaterials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I (Annexure I Attached) |
| 13 | (B) Provision of 2 HP DC Solar Motor Pump Complete Set |
| 14 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. |
| 15 | SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak. |
| 16 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 17 | ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. |
| 18 | iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h. |
| 19 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 20 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 21 | vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification) |
| 22 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 23 | viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP. |
| 24 | ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536. |
| 25 | x) The motor pump set should have a 5 years warranty. |
| 26 | xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) |
| 27 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 28 | xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 29 | xiv) With third party inspection before dispatch. |
| 30 | xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 31 | The following details should be marked indelibly on the motor pump set |
| 32 | a) Name of the Manufacturer or Distinctive Logo. |
| 33 | b) Model Number. |
| 34 | c) Serial Number. |
| 35 | Solar submersible motor pump (SPV DC Type) |
| 36 | i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 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) |
| 37 | Provision of solar night lamp. |
| 38 | (C) 8000 Litres Capacity RCC Water Tank |
| 39 | Earth 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 up to 50 m 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. BCD-3.1.1.1(b) |
| 40 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. BCD-5.3.2 |
| 41 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, \"plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 bBCD-5.3.2.1 |
| 42 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 11 b +11 cBCD-5.3.10 |
| 43 | A. Column Utility Room. Roof beam to Tank beam M-25 |
| 44 | B. Column Tank beam to tank RoofM-30 |
| 45 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 13 C |
| 46 | Total Rate (BCD 5.3.10) |
| 47 | Total-Rate (BCD 5.3.13) |
| 48 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls |
| 49 | Total -Rate -(5.3.15) |
| 50 | Total -Rate -(5.3.11) |
| 51 | 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 including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).BCD-5.1.10/156 |
| 52 | 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. BCD-5.6.1 |
| 53 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). BCD-5.1.7/156 |
| 54 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.2.3/153 |
| 55 | Providing designation 75A Brick work 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,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.BCD-5.2.11/153 |
| 56 | Providing R.C.C.M-200 in nominal mix of (1:1:5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, 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/I. BCD-5.3.11 |
| 57 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. BCD-5.3.11 |
| 58 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars 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 of E/I. BCD- 1.4.2/152 |
| 59 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. BCD-5.5.12/94 |
| 60 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I. BCD-5.5.13/95 |
| 61 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(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. BCD-5.5.29/97 |
| 62 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.2 |
| 63 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 |
| 64 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.6 |
| 65 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.6.10 |
| 66 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.5.7.15 |
| 67 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.5.7.11 |
| 68 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I 5.8.24 |
| 69 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. 5.8.25 |
| 70 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. BCD-5.8.45 |
| 71 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 |
| 72 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 |
| 73 | Carriage of materials |
| 74 | Cement 10 Km |
| 75 | Steel 10 Km |
| 76 | Bricks - 10 Km |
| 77 | Sand- 15 km |
| 78 | Stone Chips- 25 Km |
| 79 | (C) Rising Network :- |
| 80 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. (DWSD-3.1.1.1)/84 |
| 81 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 82 | 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main |
| 83 | 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe |
| 84 | Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).DSR 18.17.5 |
| 85 | 50 mm dia . |
| 86 | 63mm dia |
| 87 | Lowering, Laying and Jointing H. D. P. E. in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) |
| 88 | 63 mm HDPE Pipe- |
| 89 | 50 mm HDPE Pipe- |
| 90 | Providing brickmasonary Chamber of inner size 600x600x450 mm deep for bore well Protection having 125 mm thick wall and 75 mm R.C.C. cover ….do….E/I |
| 91 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. 3.4.2/84 |
| 92 | Distribution Network :- |
| 93 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. (DWSD-3.1.1.1)/84 |
| 94 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2 |
| 95 | Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion-158/1.2.8(b) |
| 96 | Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 |
| 97 | 63 mm HDPE Pipe- 84/112 |
| 98 | 50 mm HDPE Pipe- 84/112 |
| 99 | 32 mm HDPE Pipe- 84/112 |
| 100 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201 part-3 suitable for drinking water with in blank/blue colour manufactured from compounded PE80/PE100 virgin polymer and competable with PE80/PE100 pipes, in pressure rating SDR-11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing inspection charges transportation upto store, trangit insurance, loading, unloading, staking excluding GST levied by GOI &GOM in all respect etc. complete. |
| 101 | (1) Couplers |
| 102 | (a) 63 mm dia |
| 103 | (b) 50 mm dia |
| 104 | (c) 32 mm dia |
| 105 | (2) Eaual TEE |
| 106 | (a) 63 mm dia |
| 107 | (b) 50 mm dia |
| 108 | (c) 32 mm dia |
| 109 | (3) Elbow 90o |
| 110 | (a) 63 mm dia |
| 111 | (b) 50 mm dia |
| 112 | (c) 32 mm dia |
| 113 | (4) Reducer |
| 114 | (a) 63 x 32 mm dia |
| 115 | (5) EFR TEE |
| 116 | (a) 63x63x50 mm dia |
| 117 | (b) 50x50x32 mm dia |
| 118 | (6) End Cap |
| 119 | (a) 63 mm dia |
| 120 | (b) 50 mm dia |
| 121 | (c) 32 mm dia |
| 122 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) |
| 123 | 63 mm HDPE Pipe- |
| 124 | 50 mm HDPE Pipe- |
| 125 | 32 mm HDPE Pipe- |
| 126 | Providing and fixing Gun Metal Fullway valve of apporve quality 3.1.1.2 |
| 127 | 50 mm dia . Wt. 41.5 Kg. |
| 128 | 65 mm dia Fullway valve |
| 129 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation |
| 130 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. 3.1.1.2/84(85% of item no 273) |
| 131 | (E) House Connection(782 Nos) |
| 132 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 133 | Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. 20mm dia HDPE Pipe |
| 134 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge 20mm dia HDPE Pipe |
| 135 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. |
| 136 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) |
| 137 | Supplying all materials, labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.DWSD 3.1.2(1) |
| 138 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13 |
| 139 | (a)15 mm dia.Elbow 3.1.13 |
| 140 | (a) 20 x 15 mm dia.Reducer Socket |
| 141 | (a)15 mm dia.Nipple |
| 142 | (a)15 mm dia.Plain Socket |
| 143 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.(JOSR DWSD 3.1.4.1)/85 |
| 144 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I. DWSD 3.1.5.2 |
| 145 | Supplying materials , labours and equipment\"s for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.(As per Annexure II Attached) |
| 146 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I. |
| 147 | (E) O&M |
| 148 | Hence O & M Cost for 1st year(Excluding Repair Charges) |
| 149 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 150 | O & M cost for 3rd Year =1.06 x 2st year |
| 151 | O & M cost for 4th Year =1.06 x 3rd year |
| 152 | O & M cost for 5th Year =1.06 x 4th year |
| 153 | Provision of one no SIM card & its recharging cost for RMC |
| 154 | Add 12% GST |
| 155 | Add 1% Labour Cess |
