|
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide 122 trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 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). |
| 3 | Providing designation 75A 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 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size) |
| 8 | Providing R.C.C.M - 200 with nominal mix of (1:1.5:3 ) in foundation and plintn with approvecl quality of stone chips 20 mm to 6 mm' lsize qraded and clean ccarse sand of F M 2 5' to 3 all complete' as per specification and direction of E/I |
| 9 | Providing designation 75 A brick work in C.M. (1: 4) 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 materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone III) : 3 graded stone aggregate 20 mm nominal size) |
| 11 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 12 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 13 | Providing 12mm thick 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 screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 14 | Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.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. |
| 15 | Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 16 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 17 | Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I |
| 18 | Providing 50mm thick 2nd class patent stone flooring (1:2:4) with 20mm, to 6mm size graded stone chips finished with flooring coat of neat cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royality with all complete as per building specification and direction of E/I |
| 19 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 20 | Providing two coat of painting with ready mixed paint of approved shade make over steel surface including cleaning the surface throughly scaffolding and taxes all complete as per building specification and direction of E/I |
| 21 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 22 | Centering and shuttering including strutting, propiping etc. and removal of form for Roof Slab, etc. for mass concrete |
| 23 | Earth work in excavation in foundation trenches in ordinary soil ( vide 122 trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 24 | 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). |
| 25 | Providing designation 75A 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 |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 28 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 29 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 30 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 31 | providing 12mm thick 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 screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 32 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 33 | Centering and shuttering including strutting, propiping etc. and removal of form for Roof Slab, etc. for mass concrete |
| 34 | Detail of Sanation and Connection Supplying fitting & fixing white glazed pan |
| 35 | Supplying fitting & fixing urinal ladies & Gents |
| 36 | Supplying fitting & fixing Wsah Basin |
| 37 | S/F/F 1000 litre water tank |
| 38 | 1 HP AC moter with Connection |
| 39 | S/F/F 32mm& 20mm pipe nul etc.. |
| 40 | Junction Box |
| 41 | 100 mm dia bend |
| 42 | Providing 100 mm PVC Pipe |
| 43 | Add carriage cost of materials i) Cement lead 9+2 km |
| 44 | ii) Steel lead 9+2 km |
| 45 | iii) Sand lead 59+2 km |
| 46 | iv) Chips lead 5+2 km |
| 47 | iv) Bricks lead 25+ 2 km |
| 48 | Cost of drilling 200mmX165mmX200 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 119) |
| 49 | (b) Above 50.00 m depth. In Rural Areas |
| 50 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc all complete job. (DWSD Item 120) |
| 51 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B) |
| 52 | Designing, Supplying, Installation, Testing & Commissioning with all tools & As Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water per Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Quota Guideline with following specifications & accessories,tionA 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 PV modules should be minimum 200 watt peakThe SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)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.iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200km/h.iv) The module mounting structure should be hot dip galvanized according to IS 4759v) To enhance the performance of SPV water pumping system & arrangementfor seasonal tilt angle Adjustment should be providedvi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)vii) Necessary protection such as lightening arrestor etc. should be provided. to protect the controller & SPVviii) 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 em- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm-PE 100 grade for 5 HP.ix) All cable used shall be as per 15 694. 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.x) The motor pump set should have a 5 years warrantyxi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually xiv) With third party inspection before dispatch.xv) Provision for web based remote 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 down time of the pump during the year, number of days the pump was unused or under breakdown repairs.The following details should be marked indelibly on the motor pump seta) Name of the Manufacturer or Distinctive Logo. |
| 53 | Providing of solor night lamp |
| 54 | Providing designation 75 A 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 materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 55 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 56 | providing and lying in situ cement concrete of trap/granite/ matel for rcc work in foundation like rafi strip foundation and footing of rcc cloumns and steel stanchions including normal dewatering plywood etc |
| 57 | Carriage of following materials to work site including loading unloading and taking…… |
| 58 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 15 mm nominal dia Pipe |
| 59 | 25 mm nominal dia Pipe |
| 60 | Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I (c) 25mm dia and weight not less than 500gms. |
| 61 | Providing and fixing G.M. non-return valve Horizontal/vertical type of approved qualilty as per specification and direction of Engineerin-Charge (B) Vertical non-return valve iii) 25mm dia weight not less than 375gms |
| 62 | Polythene water storage tank of ISI mark (e.g. sintex / Sinter / Himgiri/Gangotri etc.) with cover and locking system. |
| 63 | Making long screw in G.I.pipe including supplying and fitting Jam nuts and extra socket etc. all complete as per specification and direction of E/ (d) 32mm dia |
| 64 | marking hole in tank |
| 65 | Providing and fixing 15mm dia male ended C.I.Body M.S. spindle valve and C.I.seat (Wt. not less than 400gms.) of approved quality with extra socket all complete as per specification and direction of E/I. |
| 66 | Add cost of S/B and Photography |
| 67 | Earth work in excavation in foundation trenches in ordinary soil ( vide 122 trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 68 | 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). |
| 69 | Providing designation 75A 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 |
| 70 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 71 | Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 72 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 73 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size) |
| 74 | Providing R.C.C.M - 200 with nominal mix of (1:1.5:3 ) in foundation and plintn with approvecl quality of stone chips 20 mm to 6 mm' lsize qraded and clean ccarse sand of F M 2 5' to 3 all complete' as per specification and direction of E/I |
| 75 | Providing designation 75 A brick work in C.M. (1: 4) 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 materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 76 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone III) : 3 graded stone aggregate 20 mm nominal size) |
| 77 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 78 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 79 | Providing 12mm thick 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 screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 80 | Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.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. |
| 81 | Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 82 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 83 | Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I |
| 84 | Providing 50mm thick 2nd class patent stone flooring (1:2:4) with 20mm, to 6mm size graded stone chips finished with flooring coat of neat cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royality with all complete as per building specification and direction of E/I |
| 85 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 86 | Providing two coat of painting with ready mixed paint of approved shade make over steel surface including cleaning the surface throughly scaffolding and taxes all complete as per building specification and direction of E/I |
| 87 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 88 | Centering and shuttering including strutting, propiping etc. and removal of form for Roof Slab, etc. for mass concrete |
| 89 | Earth work in excavation in foundation trenches in ordinary soil ( vide 122 trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 90 | 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). |
| 91 | Providing designation 75A 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 |
| 92 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 93 | Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 94 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 95 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 96 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 97 | providing 12mm thick 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 screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 98 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 99 | Centering and shuttering including strutting, propiping etc. and removal of form for Roof Slab, etc. for mass concrete |
| 100 | Detail of Sanation and Connection Supplying fitting & fixing white glazed pan |
| 101 | Supplying fitting & fixing urinal ladies & Gents |
| 102 | Supplying fitting & fixing Wsah Basin |
| 103 | S/F/F 1000 litre water tank |
| 104 | 1 HP AC moter with Connection |
| 105 | S/F/F 32mm& 20mm pipe nul etc.. |
| 106 | Junction Box |
| 107 | 100 mm dia bend |
| 108 | Providing 100 mm PVC Pipe |
| 109 | Add carriage cost of materials i) Cement lead 9+2 km |
| 110 | ii) Steel lead 9+2 km |
| 111 | iii) Sand lead 59+2 km |
| 112 | iv) Chips lead 5+2 km |
| 113 | iv) Bricks lead 25+ 2 km |
| 114 | Cost of drilling 200mmX165mmX200 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 119) |
| 115 | (b) Above 50.00 m depth. In Rural Areas |
| 116 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc all complete job. (DWSD Item 120) |
| 117 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B) |
| 118 | Designing, Supplying, Installation, Testing & Commissioning with all tools & As Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water per Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Quota Guideline with following specifications & accessories,tionA 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 PV modules should be minimum 200 watt peakThe SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)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.iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200km/h.iv) The module mounting structure should be hot dip galvanized according to IS 4759v) To enhance the performance of SPV water pumping system & arrangementfor seasonal tilt angle Adjustment should be providedvi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)vii) Necessary protection such as lightening arrestor etc. should be provided. to protect the controller & SPVviii) 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 em- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm-PE 100 grade for 5 HP.ix) All cable used shall be as per 15 694. 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.x) The motor pump set should have a 5 years warrantyxi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually xiv) With third party inspection before dispatch.xv) Provision for web based remote 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 down time of the pump during the year, number of days the pump was unused or under breakdown repairs.The following details should be marked indelibly on the motor pump seta) Name of the Manufacturer or Distinctive Logo. |
| 119 | Providing of solor night lamp |
| 120 | Providing designation 75 A 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 materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 121 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 122 | providing and lying in situ cement concrete of trap/granite/ matel for rcc work in foundation like rafi strip foundation and footing of rcc cloumns and steel stanchions including normal dewatering plywood etc |
| 123 | Carriage of following materials to work site including loading unloading and taking…… |
| 124 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 15 mm nominal dia Pipe |
| 125 | 25 mm nominal dia Pipe |
| 126 | Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I (c) 25mm dia and weight not less than 500gms. |
| 127 | Providing and fixing G.M. non-return valve Horizontal/vertical type of approved qualilty as per specification and direction of Engineerin-Charge (B) Vertical non-return valve iii) 25mm dia weight not less than 375gms |
| 128 | Polythene water storage tank of ISI mark (e.g. sintex / Sinter / Himgiri/Gangotri etc.) with cover and locking system. |
| 129 | Making long screw in G.I.pipe including supplying and fitting Jam nuts and extra socket etc. all complete as per specification and direction of E/ (d) 32mm dia |
| 130 | marking hole in tank |
| 131 | Providing and fixing 15mm dia male ended C.I.Body M.S. spindle valve and C.I.seat (Wt. not less than 400gms.) of approved quality with extra socket all complete as per specification and direction of E/I. |
| 132 | Add cost of S/B and Photography |
| 133 | Add cost of 18 % GST |
| 134 | add 1 % labour cess Please Enable Macros to View BoQ information |
