Drinking Water And Sanitation Department has published Construction Of Solar Based Water Supply Scheme In Different Hsc/Phcin Sahibganj District From Dmft Fund Under Drinking Water & Sanitation Division Sahibganj For The Year 2023-24. (On Turn Key Basis). Submission Date for this Tender is 12-03-2024. Water Supply Project Tenders in sahibganj Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1. Construction of 125/115 mm dia. x 110 Mtr. (Avg.) Depth Drilled T/Wellcomplete with installation of IM-II HandPump with Platform and drain in the District of Sahibganjunder D.W.& S.Division, Sahibganj in the Year 2023-24. |
| 2 | A. Drilling Portion |
| 3 | Drilling in all kinds of soil and rocks inrural area for installation of India mark II hand pump with D.T.H. rig all complete , including supplying all materials , tools , drilling Rig , air compressor and equipments as well as fuel , lubricants for making 125 mm / 115 mm dia. boring and cost of transporting chargesof Rig machine and other vehicle up to site of the work as per direction of E/I. |
| 4 | (a) Up to 30 mtr. Depth bellow G.L. in Rural Areas |
| 5 | (b) Beyond 30 mtr.Up to 100 Mtr. in Rural Areas |
| 6 | Supplying all materials , labours , equipments for lowering 125 mm dia UPVC Bluepipes as casing for protecting the sites from falling during the process of drilling all complete including carriage to work site. |
| 7 | Supplying labour, cement and Calcium chloride or bentonite solution and equipments for grouting to casing pipe after lowering in the bore etc. all complete as per specification and direction of E/I. |
| 8 | Supplying all tools , equipments and labours and doing washing flushing and developments of drilled tube well to give clean and clear water all complete as per direction of E/I. |
| 9 | Supplying, labours and equipments including125 mm dia G.I. cap and fitting and fixing over the tube well properly and taking it out as per direction of E/I ( The cap will be property of contractor.) |
| 10 | B.Civil Portion |
| 11 | Supplying all tools , equipments and labours and lowering 32 mm dia G.I. suspension pipe in 3 mtr. Length in the drilling bore of tube well etc. all complete job as per direction ofE/I |
| 12 | Providing labour 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 ofE/I . |
| 13 | Supplying all materials , labours and equipments and fitting fixing the I.M. II Hand Pumpwith all accessories including carriage to work site as per direction ofE/I. |
| 14 | Supplying all materials , labours and equipments for providing P.C.C. (1:2:4 circular platformaround the drilled tube well including 12 mm thick cement plaster(1.4)with neat cement punning over exposed surface as per UNICEF Design & Drwaing etc. all complete as per direction ofE/I. |
| 15 | Supplying all materials labour and equipment for constructing PCC(1:2:4) drain as per UNICEF Design & Drwaing all complete as per direction of E/I. |
| 16 | C.Cost of Materials |
| 17 | Cost of one no. of ISI marked India Mark-II hand pump confirming to IS.15500 (Part-II)/2004 with amendmentwith all accessories including 8 nos. 12 mm dia. B.S.connecting rod . |
| 18 | Cost of 32 mm dia G.I pipe 3.00 Mtrs.long screwed at bothends with seamless Socket as per IS:1239(Part 1990) |
| 19 | Cost of (125mm dia 140 mm O.D.) Blue UPVC casing pipe |
| 20 | 2. Construction of Hand Wash Unit |
| 21 | A. Hand wash Unit |
| 22 | Providing Precast R.C.C M-200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse send of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) , taxes & royalty all complete as per building specification & direction of E/I. |
| 23 | Slab |
| 24 | Border |
| 25 | Total |
| 26 | Providing 12mm cement plaster (1:6) with approved quality of clean coarsesand of F.M 1.5 including screeningcuring with all leads & lift of waterscaffolding taxes & royaltyall complete as per building specification and direction of E/I |
| 27 | Wall |
| 28 | Side wall |
| 29 | Slab Floor |
| 30 | Total |
| 31 | Providing and laying 6 mm precast white glazed tiles in walls over 12 mm cement mortar(1:3) and jointed with gray cement slurry,flush pointed with white cement including rubbing,polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 32 | Slab Floor |
| 33 | 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. |
| 34 | 1)Item – 7 |
| 35 | 8mm dia rod |
| 36 | Carriage of following materials to work site including loading unloading and taking etc. all complete as per building specification and direction of E/I. |
| 37 | Brick-20 km lead(19P + 1K) |
| 38 | Sand-30 km lead(29P + 1K) |
| 39 | Cement-10 km lead |
| 40 | Stone Chips- 20km lead(19P + 1K) |
| 41 | Rod-10 km lead |
| 42 | 3. Construction ofSoak Pit with Drain for recharging of water |
| 43 | 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 |
| 44 | Foundation |
| 45 | Deduction |
| 46 | Net qty. |
| 47 | 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. |
| 48 | Around of soakpit |
| 49 | Foundation |
| 50 | Total |
| 51 | 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. |
| 52 | Foundation |
| 53 | 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. |
| 54 | Foundation |
| 55 | Providing 250 mm thick brick jali work in C.M (1:8) in foundation with designation 75 A brick and approved quality of clean coarse sand finihed with deep ruled pointing in C.M (1:3) etc all complete job. |
| 56 | Foundation |
| 57 | 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. |
| 58 | Bottom of Brick jali |
| 59 | Top of Brick jali |
| 60 | Total |
| 61 | Providing following materials as filter media in the pit of approved quality & size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty |
| 62 | (a) Aggregates (63mm to 45mm) (M-008) |
| 63 | (b) Aggregates(53mm to 22.4mm) (M-007) |
| 64 | (c) Aggregates(10mm to 5 mm) (M-010) |
| 65 | ( d) Coarse sand (M-001)) |
| 66 | Providing precast R.C.C M- 200 with Nominal mix (1:1.5:3) slab of desired size with approved quality of stone chips & clean coarse sand with all complete job. |
| 67 | Slab |
| 68 | Providing for reinforcement as per approved design & drawing excluding carriage to work site including cutting bending binding etc all complete job. |
| 69 | 8 mm dia |
| 70 | Providing 12mm cement plaster (1:6) with approved quality of clean coarsesand of F.M 1.5 including screening curing with all leads & lift of waterscaffolding taxes & royaltyall complete as per building specification and direction of E/I |
| 71 | Out side |
| 72 | Inside |
| 73 | Slab |
| 74 | Total |
| 75 | 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. |
| 76 | Supplying all materials labour and equipment for constructing PCC(1:2:4) drain as per UNICEF Design & Drwaing all complete as per direction of E/I. |
| 77 | 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. |
| 78 | Brick-20 km lead(19P + 1K) |
| 79 | Sand-30 km lead(29P + 1K) |
| 80 | Cement-10 km lead |
| 81 | Stone Chips- 20km lead(19P + 1K) |
| 82 | Rod-10 km lead |
| 83 | 4. (A) Construction ofBrick work for protection of HDPE Tank. & Solar Structure Base Foundation |
| 84 | Providing designation 75A brick work in C.M (1:6) in Superstructurewith 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. |
| 85 | Brick wall |
| 86 | Bottom of HDPE Tank |
| 87 | Total |
| 88 | Providing 12mm cement plaster (1:6) with approved quality of clean coarsesand of F.M 1.5 including screening curing with all leads & lift of waterscaffolding taxes & royaltyall complete as per building specification and direction of E/I |
| 89 | Out side |
| 90 | Inside |
| 91 | Top wall |
| 92 | Total |
| 93 | B.Solar Structure Base Foundation |
| 94 | ProvidingR.C.C M-200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse send of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) , taxes & royalty all complete as per building specification & direction of E/I. |
| 95 | Beam |
| 96 | Column |
| 97 | Total |
| 98 | 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. |
| 99 | Bricks-20 km lead(19P + 1K) |
| 100 | Sand-30 km lead(29P + 1K) |
| 101 | Cement-10 km lead |
| 102 | Stone Chips- 20km lead(19P + 1K) |
| 103 | 5. Work for Sanitary Installation and all allied Fitting-Fixing work etc |
| 104 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fitting. This includes jointing ofpipes & fitting with one step CPVS solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 105 | 15 mm dia. CPVC pipe |
| 106 | 25 mm dia. CPVC pipe |
| 107 | Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 108 | 25 mm dia and weight not less than 500 gms. |
| 109 | Providing and fixing G.M. non-return valve Horizontal/vertical type of approved qualilty as per specification and direction of Engineer-in-Charge. |
| 110 | 25mm dia weight not less than 375 gms.(vertical) |
| 111 | Supplying fitting and fixing polythine water storage tank of ISI mark (e.g) syntax / sinter / Himgiri / Gangotri with Cover and locking system, making 4 nos of holes for inlet , out let scour, over flow including supplying fitting and fixing ball cock, required fittings and carriage to work site hoisting on roof taxes and royalty all complete as per specification and direction of E/I.(2 nos. x1000 lt.) |
| 112 | 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/I. |
| 113 | 32mm dia |
| 114 | Making hole in Tank |
| 115 | Providing and fixing 15 mm dia male ended C.I.Body M.S. Spindle valve and C.I. seat (Wt. not less than 400 gms.) of approved quality with extrasocket all complete as per specifica-tion and direction of E/I. |
| 116 | 6.Supplying and Installation of 1.0HP Solar Pump Motor |
| 117 | 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. |
| 118 | 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. |
| 119 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 120 | 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. |
| 121 | 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. |
| 122 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 123 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 124 | 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) |
| 125 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 126 | 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. |
| 127 | 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. |
| 128 | x) The motor pump set should have a 5 years warranty. |
| 129 | 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) |
| 130 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 131 | xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 132 | xiv) With third party inspection before dispatch. |
| 133 | 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. |
| 134 | The following details should be marked indelibly on the motor pump set |
| 135 | a) Name of the Manufacturer or Distinctive Logo. |
| 136 | b) Model Number. |
| 137 | c) Serial Number. |
| 138 | Solar submersible motor pump (SPV DC Type) |
| 139 | 1.0 HP (DC Pump) with 900 WP (minimum) as per MNRE.Head Max Shut-off head 120 mtrs. |
| 140 | Provision of Solar Night Lamp. |
| 141 | 7.Annual Operation & Maintenance Cost for 5 years |
| 142 | O & M Cost for 1st year |
| 143 | O & M Cost for 2nd year |
| 144 | O & M Cost for 3rd year |
| 145 | O & M Cost for 4thyear |
| 146 | O & M Cost for 5th year |
| 147 | Provision of one no SIM card &its recharging cost for RMC |
| 148 | Add 18 % GST |
| 149 | Add 1% Labour Cess |
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