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| 1 | Construction of 200mm x 165mm x 290mtr (Avg.) deep HYDT |
| 2 | A.Drilling Portion |
| 3 | Cost of drilling 200mm x 165 mm x 280 meter (Avg.) deep bore well in all kinds of soil and rock in rural or other area for installation of pump set with Hydrolic DTH rig machine all complete , including supplying all materials , tools , drilling rig , air compressor and equipment as well as fuel , lubricantsand cost of transporting charge of rig machine and other vehicle up to site of the work including cost of flushing charges , Geological investigation etc all complete. |
| 4 | (a) Up to 50 mtr. Depth bellow G.L. |
| 5 | (b) Beyond 50-280 mtr. |
| 6 | Supplying all tools, equipment labour and doing washing flushing and development of drilled tube well to give cleam and clear water all complete as per direction E/I |
| 7 | Supplying all tools, tackles & lowering of 200mm dia M.S ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. Including all taes, VAT Excise duty, Freight charge with Inspection charge etc. as applicable, etc all complete job. |
| 8 | Supplying all materials labours, tool & equipment for fitting & fixing 200mm dia MS cap over pipe complete job. |
| 9 | CIVIL PORTION |
| 10 | Supplying all tools, equipment, labour and lowering 32mm dia G.I suspension pipe in 3mtr length in the drilling bore of T/W etc. all complete job as direction of E/I |
| 11 | Providing labours for fitting and fixing deep well cylinder jointing materials, chrome leather bucket all tools and plant etc. required for the job for low water level all complete job as per specification and direction of E/I |
| 12 | Providing labours for fitting and fixing of india Mark II hand pump including supplying all tools and plants required for the all job complete as per specification and direction of E/I |
| 13 | Supplying all materials laboura and equipment for construction PCC (1:2:4) circular platform around each drilled T/W including 12mm thick cement plaster (1:4) with near 1.5mm cement pumping over exposed surface as per UNICEF design etc. all complete job. |
| 14 | Supplying all materials labour and equipment for construction PCC (1:2:4) drain as per UNICEF design etc. all complete job. |
| 15 | Cost of Materials |
| 16 | cost of one no. of ISI marked India mark II extra deep hand pump confirming to IS: 15500 (Part II)/ 2004 with latest amendent complete with all accessories including 12 Nos. of connecting rod. Including all taxes royalty and contractor profit etc |
| 17 | Cost of 32mm dia G.I medium quality pipe 3Mtrs long screwed at both ends with seamless as per IS: 1239 (Part-1 to 8) 2004 with latest amendment Including all taxes, royalty and contractor profit etc. |
| 18 | provision and supplying of suilable arrangment of M.S plate or reducer Socket for installation of Extra deep well hand pump.(I.M-II) over 200mm dia M.S casing as per requirment |
| 19 | Construction of 4000 Litres Capacity R.C.C. Elevated Vat(Water Storage Tank) cum Switch Room(4 M Height) |
| 20 | Earth work in excavation in foundation isolated footing trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I |
| 21 | Foundation |
| 22 | Wall Portion |
| 23 | Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceeding 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction. |
| 24 | Foundation |
| 25 | In floor |
| 26 | 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. |
| 27 | Foundation |
| 28 | Floor |
| 29 | Wall Portion |
| 30 | Platform |
| 31 | Racked around platform |
| 32 | Providing RCC M200 (1:1½:3) in foundation with approved quality of stone chips (20mm to 6mm) graded and clean coarse and of F.M (2.5 to3) including screening shuttering mixing cement concrete in mixer and placing in position in vibration striking curing (but excluding cost of reinforcement) taxes of royalty all complete as per building specification and direction of E/I |
| 33 | Foundation |
| 34 | {(0.75x0.75)+(0.25x0.25)}/2 |
| 35 | Columns up to G.L. |
| 36 | Providing RCC (M200) (1:1½:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M (2.5 to 3) including curing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I |
| 37 | Band (plinth level) |
| 38 | Providing designation 75A brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M (2 to 2.5) including providing 10mm Thick mortar joint cost of screening scaffolding racking out joint to 15mm depth. Curing taxes of royalty all complete as per building specification and direction of E/I |
| 39 | Wall Portion |
| 40 | Wall for Parapet |
| 41 | Deduction |
| 42 | For Door- |
| 43 | Providing RCC (M-200) with nominal mix of (1:1½:3) in columns withapproved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. (2.5 to 3) including curing shuttering mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I |
| 44 | (a) Above ground level up to bottom of Tank (Vat) |
| 45 | (d) Bottom level of VAT up to roof of water storage tank. |
| 46 | Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with floating coat of neat cement in panels including cost of curing finishing the surface smooth by rubbing with carborandum stone taxes royalty all complete as per building specification and direction of E/I. |
| 47 | Floor |
| 48 | Platform |
| 49 | Providing RCC (M-200) with nominal mix of (1:1½:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M (2.5 to 3 ) including curing shuttering mixing in positing. Vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I |
| 50 | At Switch Room roof |
| 51 | Deduction |
| 52 | Deduction of columns portion |
| 53 | 1st lift |
| 54 | At bottom of vat level |
| 55 | Top slab of Tank (Vat) |
| 56 | Landing |
| 57 | Deduction |
| 58 | Columns portion at bottom of VAT |
| 59 | Top opening |
| 60 | Columns portion at top of VAT |
| 61 | Providing RCC (M-200) with nominal mix of (1:1.5:3) in VAT wall with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M (2.5 to 3) including curing shuttering mixing cement concrete in mixer and placing cement concrete in mixer and placing in position. Vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I |
| 62 | VAT Wall (1st lift) |
| 63 | Providing RCC (M-200) with nominal mix of (1:1½:3) in beam of all type with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. (2.5 to 3) including curing shuttering mixing cement concrete in mixer and placing in position. Vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I |
| 64 | Bracingat Switch room roof level |
| 65 | 1st lift |
| 66 | At bottom of vat level |
| 67 | At top of vat |
| 68 | Landing |
| 69 | Providing 6mm thick cement plaster (1:4) ceiling with clean coarse sand of F.M 1.5 including cost of screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I |
| 70 | Ceiling of Switch room |
| 71 | 1st lift |
| 72 | Ceiling of Vat |
| 73 | Bottom of Vat |
| 74 | Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royaltyall complete as per building specification and direction of E/I |
| 75 | Inside of Switch Room |
| 76 | Outside of Switch Room |
| 77 | Deduction Door & windows |
| 78 | Door |
| 79 | 1st lift |
| 80 | Out Side of VAT Wall |
| 81 | Landing |
| 82 | Providing 12 mm water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% (Percent) cico or any other approved water proofing compound including cost of screening, curing with all leads & lift of water scaffolding taxes & royaltyall complete as per building specification and direction of E/I |
| 83 | 1st lift |
| 84 | Inside of VAT Wall |
| 85 | Base of VAT |
| 86 | Roof of storage tank |
| 87 | Providing 1.5mm cement punning including curing carriage of water with all leads & lift as per building specification and direction of E/I. |
| 88 | Same as item (2.29) |
| 89 | 1st lift |
| 90 | Same as item 2.67 |
| 91 | Supplying fitting and fixing 20 gauge GCI sheet gate fitted on MS angle frame of size60x60x6mm including cost of fabrication providing necessary locking arrangement with Haskell and dummy duly fixed in CC (1:2:4) blocks of required size applying a priming red lead paint over steel work taxes all complete as per building specification and direction of E/I. |
| 92 | Door |
| 93 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning,removing dust,dirt,scales,smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 94 | Door |
| 95 | Providing two coats of painting with ready mixed paint approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I |
| 96 | White washing three coats new surface with approve quality of lime including coat of cleaning surface thoroughly and removing the scales of some & ash mark with jhama rubbing scaffolding washing of floors and taxes all complete as per building specification and direction of E/I |
| 97 | Inside of Switch Room |
| 98 | Ceiling |
| 99 | Deduction |
| 100 | Door |
| 101 | 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 specifications and direction ofE/I. |
| 102 | Same as item (13 +14) = 17.68 + 20.53 |
| 103 | Providing Tor steel reinforcement of 8mm,10mm, 12mm &16mm dia bar as per approved design and drawing excluding carriage of bars to work sites cutting bending and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I. |
| 104 | 1)Item – 4 |
| 105 | 2) Item –5 |
| 106 | 3)Item – 7 |
| 107 | 5)Item – 9 |
| 108 | 7)Item – 10 |
| 109 | 8)Item – 11 |
| 110 | ReinforcementWeight @ 90 kg/m3 |
| 111 | 8 & 10mm. |
| 112 | 12 & 16mm. |
| 113 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10mm M.S. flats as strangle and 16mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of materials and labour involved, welding anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 114 | Supplying Fitting Fixing C.I. manhole cover, frame with locking arrangement as per direction of E/I. |
| 115 | 500 x 450mm (Wt. 25 kg) |
| 116 | Supplying materials and construction of brick masonry drain 150 mm width and 150mm depth with 250mm apron on both sides over 50mm thick P.C.C (1:3:6) over a brick flat soling, apron laying brick work in C.M (1:6). 12mm cement plaster (1:3) with punning on exposed surface all complete job as per specification and direction of E/l |
| 117 | Supplying all labour tools materials including providing scaffolding etc. for painting on wall of VAT/Pump House & writing appropriate slogans of NRDWP/Local Bodies authorities logo including painting of surface as required etc. all complete job as per direction of E/I. |
| 118 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 119 | Qty. |
| 120 | Carriage of following materials to work site (avg lead) including loading unloading and staking etc. all complete as per building specification and direction of E/I |
| 121 | (i) Brick – 30 km lead |
| 122 | (ii) Sand – 30km lead |
| 123 | (iii) Stone chips – lead 10 Km |
| 124 | (iv) Cement Lead 10 Km |
| 125 | (v) Road 10 Km |
| 126 | Construction of Washing Platform near R.C.C. Elevated Vat and Fitting Fixing of necessary arrangements for Taping Water. |
| 127 | Earth work in excavation in foundation isolated footing trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specifivation of E/1 |
| 128 | Foundation |
| 129 | Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of meterials labours royalty and taxes all complete as per building specification and direction (5.1.10) |
| 130 | Foundation |
| 131 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all coplete as per building specification and direction of E/I. (5.6.1) |
| 132 | Foundation |
| 133 | Providing P.C.C M200 (1:1:2:3) in foundation with approved quality of stone metal grade III (53mm to 22.4mm Size) clean coarse sand of F.M (2.5 to 3) including screening mixing cement concrete in mixer and placing in position vibration, curing taxes & royalty all complete as per building specification and direction of E/I.(5.3.3) |
| 134 | Foundation |
| 135 | Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of F/I (5.7.3) |
| 136 | Foundation |
| 137 | Providing 1.5mm cement punning including curing carriage of water with all lead & lifts as per building specification and direction of E/I |
| 138 | Supplying materials (GI pipe), labour, tools & laying 25mm. Dia G.I pipe on wall ceiling with wall hook |
| 139 | Supplying tools and making connection of new G.I disribution branch with 32mm G.I main by providing & fixing G.I tee including cutting of pipe two places and threading their ends |
| 140 | Supplying meterials. Filling & fixing of approved make all complete as per direction of E/I. |
| 141 | 32mm. G.M. non return valve (wt. not less than 600gm) |
| 142 | 32x15mm. Reducer Socket |
| 143 | 15mm.dia.G.I Tee |
| 144 | 15mm.dia.G.I Socket |
| 145 | 15mm.dia.G.I Nipple |
| 146 | 15mm.dia.G.I Union Socked |
| 147 | 15mm.dia.G.I male ended CI push cock (wt.not less than 400mm.) |
| 148 | Cost of 15mm.dia.G.I Pipe |
| 149 | Carriage of following materials to work site including loading unloading and taking etc. all complete as per building specification and direction of E/I |
| 150 | (i) Brick – 30 km lead |
| 151 | (ii) Sand – 30 km lead |
| 152 | (iii) Stone chips – lead 7 Km |
| 153 | (iv) Cement Lead 10 Km |
| 154 | Constructoin ofSoak Pit |
| 155 | Earth work in excavation in foundation intrenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I |
| 156 | Foundation |
| 157 | Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction. |
| 158 | Foundation |
| 159 | Sand filling in Pit |
| 160 | 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. |
| 161 | Foundation |
| 162 | Providing P.C.C M100 (1:3:6) in foundation with approved quality of stone metal grade III (53mm to 22.4mm size) clean coarse sand of F.M (2.5 to 3) including screening mixing cement concrete in mixer and placing in position vibration, curing taxes & royalty all complete as per building specification and direction of E/I. |
| 163 | Foundation |
| 164 | Providing 250 mm thick brick jali work in C.M. (1:8) in superstructure with designation 75 A bricks and approved quality of clean coarse sand of F.M. 2 to 2.5] finished with deep ruled pointing in C.M. (1:3) with sand of F.M. 1.5 on entire surface including the cost of finishing, the holes, screening carriage of materials, scafolding, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per approved design, building specification and direction of E/l. |
| 165 | Providing designation 75A brick work in C.M (1:6) in foundation and plinth with approved quality sand of F.M 2.5 including cost of screening racking out joints to 15mm depth curing royalty and taxes etc all complete job as per specification and direction of E/I. |
| 166 | Foundation |
| 167 | Supplying all labour and materials and filling jhama khoa / bricks /metal in the pit etccomplete as per direction of E/I. |
| 168 | Foundation |
| 169 | Providing precast R.C.C.M - 150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. |
| 170 | Foundation |
| 171 | Providing for reinforcement as per approved design & drawing excluding carriage to work site including cutting bending binding etc all complete job. |
| 172 | 8 mm dia. rod, Qty. |
| 173 | Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royaltyall complete as per building specification and direction of E/I. |
| 174 | Out Side |
| 175 | In Side |
| 176 | Providing, fitting and fixing suitable M.S grating wt. not less than 1.25 kg at inlet of soak pit & cleaning of site for execution of work as per direction of E/I. |
| 177 | Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I |
| 178 | (i) Brick – 30 km lead |
| 179 | (ii) Sand – 30km lead |
| 180 | (iii) Stone chips – lead 10 Km |
| 181 | (iv) Cement Lead 10 Km |
| 182 | (v) Road 10 Km |
| 183 | Provision of 01 Nos. 2 HP DCSolarMotor Pump Complete set . |
| 184 | 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. |
| 185 | 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. |
| 186 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 187 | 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. |
| 188 | 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. |
| 189 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 190 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 191 | 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) |
| 192 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 193 | 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. |
| 194 | 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. |
| 195 | x) The motor pump set should have a 5 years warranty. |
| 196 | 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) |
| 197 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 198 | xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 199 | xiv) With third party inspection before dispatch. |
| 200 | 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. |
| 201 | The following details should be marked indelibly on the motor pump set |
| 202 | a) Name of the Manufacturer or Distinctive Logo. |
| 203 | b) Model Number. |
| 204 | c) Serial Number. |
| 205 | Solar submersible motor pump (SPV DC Type) |
| 206 | 2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs. |
| 207 | Provision of solar night lamp. |
| 208 | Add 12% GST |
| 209 | Add 1% Labour Cess |
