Drinking Water And Sanitation Department has published Construction Of 12 Nos 200Mm X 150Mm X 200 Mtrs. High Yield Drilled Tube Well With 200Mm Dia. M.S. Casing Pipe, Construction Ofsolar Energy Basedmini Rural Water Supply Scheme With Dc Solar Motor Pump Set, Having Discharge Minimum 2000 Lph, Construction. Submission Date for this Tender is 28-05-2022. Tanks and Cylinders Tenders in chaibasa Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | (A) Supplying all materials, labors and tools and equipment for drilling 200 x 150 mm dia bore well in any kinds of soil and rock in rural area installation of pump set with by using hydraulic D.T.H. rig machine and ball hammer technology as well as fule and lubericants and cost of transportastionof rig machine and other vehicale upto the site.All accessories of rigs tools and plant labor etc. complete job including transportation charge. |
| 2 | (i) Up to 50.00 M below G.I. |
| 3 | (ii) Beyond 50.00 M |
| 4 | Supplying all materials, labors and inserting M.S. pipe 200 mm internal dia (made with 6mm thick M.S. casing pipe for protecting the bore hole in over- burden up to hard surface depth including sealing all expenditure and grounding casing pipe etc. all complete job as specification and direction of E/I. |
| 5 | Supplying all materilas tools & equipments for fitting and fixing 200mm dia MS cap over casing pipe complete job. |
| 6 | (B) Supplying and fitting solar pumping machinery in HYDTProvision & Installation of solar powered submersible Auto run & DC pump motor (900 Wp) of stainless steel suitable for minimum 125mm x 115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00 m suitable dia HDPE pipe & 2.5 sq. mmx 3core flat submersible cable of IS694.1190 including motor/poly crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00migh) in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 km/hour & making suitalbe arrangements to operated hand pump manually in the same bore when there is no solar power including 5 years waranty against defects in materials and workmanship with locking arrangement of switch board the system should be ECO-friendly. Note:-(a) The PVC Modules should be mounted on hot dip galvanized metalic structure of adequate strength & appropriate design. (b) Components & parts used in the solar pumping system including the metalic structure (MS) should confirm to the BIS.(c) The rates are pumping system includes compressive maintenance contract for 5 years, during CMC period the contractor has to visit the installation on quality basis and also on intimation of Defect from user, During CMC controctor shall have to repair/ replace the parts found defective due to manufacturing defect free of cost.(d) Max-m shut off head 120.00 meter (e) Discharge 5000 liters per day for 90.0m Dynamic head (f) Cable 2.5mmx 3core as per IS 694 (g) Control panel suitable for above pump set with arrangement of dury run protection, sensor, float switch & rain preventive box etc.(h) Lighting arrestor. (i) Controller for censer for over flow and dry bore |
| 7 | (C) Construction RCC foundation for steel structure staging & solar PanelEarth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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 (vide classification of soil item -B)(BCD-SOR-5.1.1+5.1.2) Foundation for Steel structure staging 4nosx1.10mx1.10mx1.45m=7.01m3 Total=7.01m3 |
| 8 | 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)(BCD-SOR-5.1.10) Foundation for Steel structure staging - 4nosx1.10mx1.10mx0.08m=0.38m3 Total=0.38m3 |
| 9 | 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-SOR-5.6.1) 4nosx1.10mx1.10m=4.84m2- Total=4.84m2 |
| 10 | Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I(BCD-SOR-5 3 2)Foundation for Steel structure staging4nosx1.10mx1.10mx0.10m=0.484m3-Total=0.484m3 |
| 11 | Providing RCC M-200 in nominal mix of (1:1.5:3) in columns(a)Foundation for Steel structure staging Footing (BCD-SOR-5.3.5.1)- 4nosx0.90mx0.90mx0.25m=0.81 m3 |
| 12 | Vertical Pedestal (BCD-SOR-5.3.14)- 4nosx0.30mx0.30mx0.95m=0.342 m3 |
| 13 | Tie Beam (BCD-SOR-5.3.6.1)- 4nosx0.25mx0.25mx1.135m=0.284 m3 |
| 14 | Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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-SOR-5.5.5 )(a)Foundation for Steel structure staging Footing-4nosx0.90mx0.90mx0.25m=0.81m3 Vertical Column- 4nosx0.30mx0.30mx0.95m=0.342m3 Beam- 4nosx0.25mx0.25mx1.135m=0.284m3 Vertical Column- 1nox0.30mx0.30mx1.35m=0.122m3 |
| 15 | Total=1.44m3 130 .00 kg/m3 = 187.20 kg (say 190 kg) |
| 16 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.(Assuming 10%) |
| 17 | (D) Construction of galvanized tubular steel structure staging for HDPE water storage Tank & solar panel. Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials & labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. (I)MS square Tube 75mmx75mmx4.80mm thick for 4nosx3.00m=12.00mx9.66kgp/m =115.92kg(II) MS square Tube75mmx75mmx4.80mm thick 12nosx2.00m=24.0mx9.66kgp/m =231.84kg (III)Square Tube for Bracing 40mmx40mmx3.20mm thick. (a)For horizontal support beam(c)Square Tube4nosx1.85m=7.40mx3.49kgp/m =25.83kg (b)For Triangular support Tube. 8nosx0.50m=4.00mx3.49kgp/m=13.96kg25mmx25mmx3.20mm thick.8nosx0.65m=5.20mx1.98kgp/m=10.30kg (IV)For Railing Square Tube 25mmx25mmx3.20mm thick. (a)Horizontal Beam 4x2=8nosx2.10m=16.80mx1.98kg /m=33.26kg (b)Vertical Beam 4x4=16nosx0.55m=8.8mx1.98kg /m =17.424kg (V)For LadderSquare Tube 25mmx25mmx2.50mm thick. (a)Vertical Column 2nosx5.50m=11.00mx1.74kg /m =19.14kg (c)Steps squareTube25mmx25mmx3.20thick 17nosx0.45m=7.65mx1.98kg/m=15.15kg (VI)M.S. Plate 10mm thick (a)Base Plate for column –4x1=4nos Top & Bottom-------------------=8nos Total=12nos 12nosx0.250mx0.250 =0.75m2 0.75m2x78.50kg/m2 =58.875kg (b)Stiffener plate at Bottom Columnsupport(Size-0.225x0.075)x10mm thick 1x4x4=16nosx0.225x0.075=0.27m2, 0.27m2x78.50kg/m2 (VII) M.S. Plate 6mm thick (a)For Horizontal & Diagonal Beam connection–4x2=8nos 8x0.2x0.06x0.006x7850=4.52kg(b)Stiffener plate for Top angular support16nosx0.20x0.060x0.006x7850=9.04kg8x0.15x0.06x0.006x7850=3.39kg(VIII)M.S. Plate 3mm Thick 2.1x2.1x0.003x7850 =103.86kg 16nosx1.112kg =17.80kg (X)Nut Bolts of Various Sizes for fixing of structure (Lump sum) =20.00kg Total=721.51Kg x14 |
| 18 | Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP DSR-2018-2019) (I)Square Tube 25mmx25mmx3.2mm thick 2nosx 1.50m=3.00m=3.00mx1.98kg/m=5.94kg (II) Square Tube 25mmx25mmx3.2mm thick 3nosx1.20m=3.60m=3.60mx1.98kg/m=7.13kg (III) M.S. Sheet 1mm thick.1nosx1.50mx1.20m=1.80m2 1.80m2x 7.85kg p/m2 =14.13 kgTotal=27.20kg x14 |
| 19 | Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate). 1nox2.10mx0.60m=1.26m2 |
| 20 | (E) Providing & laying of GI pipe for Rising main public stand post & HDPE water storage tank. Earth work in excavation (as per IS 3114/1965) for laying different type and size of pipe so as to give one meter average cover over the socket of pipe with dispossal of excavated earth within initial lead and lift as per specification and direction of E/I(a) 25mm GI pipe in Trench-----25.00m25.00mx0.50mx1.00m=12.5 |
| 21 | 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 E/I. For classification of soil item A&B As per Item no-----01 |
| 22 | Dismantling PCC road & plain cement or lime concrete work including and stacking serviceable materials in countable stacks and disposal of unserviceable materials with all lead of 50 mtrs. Etc. all complete as per direction of E/I 10.00mx0.30mx0.15m =0.45m3 |
| 23 | Providing PCC M-150 in nominal mix of (1:2:4) with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating stricking curing and royalty all complete as per building specification and direction of E/I 10.00mx0.30mx0.15m =0.45m3 |
| 24 | Supplying fitting and fixing GI/HDPE Roll pipe 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 E/I (a)32mm dia G.I. pipe on wall/floor etc. |
| 25 | (b)25mm dia G.I. pipe (in Trench) |
| 26 | Supplying and fixing GI fittings of approved make all complete as per specification and direction of E/I (a)Elbow -25mm |
| 27 | (b)Reducing Socket-25mm |
| 28 | Providing and fixing 32mm dia (wt. not less than 600 gm) ISI marked full way wheel valve approved quality as per specification and direction of E/I |
| 29 | Construction of 1.20x1.20m RCC platform and 125mm av dia and 900mm high RCC stand post with 2.00m long 15mm dia G.I. pipe 2 Nos. Elbow, Nipple and brass bib cock etc all complete as per direction of E/I |
| 30 | Providing and fixing HDPE container syntex or alike one piecemolded water tank made out of low density poly thyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet outlet overflow of all tanks capacity 3000.00litres |
| 31 | Carriage of materials from different sources or departmental stores to work site including loading transporting, unloading and stacking the materials at work site etc all complete job as per direction of E/Icarriage of PCC work |
| 32 | (F) Construction of 1.25m internal dia and 1.90 deep soak/recharge pitEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50M. Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved desing building specification and direction of E/I. |
| 33 | Providing coarse clean sand in filling in foundation trenches/in plinth including remaining & watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty & taxes all complete as per building specification & direction of E/I.(mode of measurment compacted volume) |
| 34 | Providing designation 75 A one brick flat joints filled with local sand including cost of watering taxes royality all complete as per specification and direction of E/I. |
| 35 | Providing PCC 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 shuttering mixing cement in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. |
| 36 | Providing designation 75A brick work in CM (1:6) in foundation and plinth approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar and cost of screening materials, raking out joints to 15mm depth during taxes and royalty all complete as per building specification and direction of E/I. |
| 37 | Providing R.C.C.M 200 with nominal mix of (1:2:4)slab of desired size with approved quality of stone chips and clear coarse sand of F.M.2.5 to 3 including screening shuttering carrying the slab manually to site and laying in position all completecomplete but excluding the cost of reinforcement taxes and royalty all complete as per building specification and direction of E/I. |
| 38 | Providing tor steel reinforcement of 8mm, 10mm, 12mm &16mm dia bars as per approved design and drawing exceeding carriage of M.S. bars to work site. Cutting, bending and inding with anhealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 12mm (TMT coil fe 500)(only valid for sail & Tata steel) |
| 39 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction E/I. |
| 40 | Providing 12mm thick cement plaster (1:4) with clean coarse sand of FM1.5 including screening, cuming with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction E/I. |
| 41 | Providing, fitting and fixing HCI or MS grating weight not less than 1.25kg at the intel of the soak pit. |
| 42 | Providing brick bats including cost of the bats, labours, tools, royalty etc all complete as per specification and direction of E/I. |
| 43 | Supplying all materials, labours, tools, tackles and constructing brick masonry drain 150mm wide and 150mm deep with 250mm 8/W with 75A bricks in CM (1:6) in apron on both sides over 50mm thick PCC M 115 (1:2:4) over a brick flat soling over 50 mm thick sand filling and having 12mm CP in CM (1:3) with punning on exposed surfaces all complete job as per specification & direction of E/I. |
| 44 | Carriage of construction materials from their source to the construction site including cost of loading, transporting, unloading and stacking in countable stacks including 10% CP & 5% OHC all complete as per specification and direction of the E/I. |
| 45 | (F) Construction of 1.2m RCC Platform with average 125mm dia and 0.90 m high RCC stand post with 2.0 m long 15mm dia G.I. pipes, fitting, bib cocks and 75 m long brick masonry drain 150mm deep with 250mm thick aporns with 75A Bricks in CM (1:6) CP and punning on all exposed surfaces.Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50M. Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved desing building specification and direction of E/I. |
| 46 | Providing coarse clean sand in filling in foundation trenches/in plinth including remaining & watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty & taxes all complete as per building specification & direction of E/I.(mode of measurment compacted volume) |
| 47 | Providing designation 75 A one brick flat joints filled with local sand including cost of watering taxes royality all complete as per specification and direction of E/I. |
| 48 | Providing tor steel reinforcement of 8mm, 10mm, 12mm &16mm dia bars as per approved design and drawing exceeding carriage of M.S. bars to work site. Cutting, bending and inding with anhealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 12mm (TMT coil fe 500)(only valid for sail & Tata steel) |
| 49 | Providing R.C.C.M 20 with nominal mix of (1:1,5:3) in foundation with approved quality of stone metal grade-III(50 mm to 25mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royaltyall complete as per building specification and direction of E/I. |
| 50 | Providing 12mm thick cement plaster (1:4) with clean coarse sand of FM1.5 including screening, cuming with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction E/I. |
| 51 | Providing 1.5mm thick cement punning including screening, curing, with all leads and lifts of water, scaffolding, royalty all complete as per specification and direction of E/I. |
| 52 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specification including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I. (i) 15mm dia G.I. pipe (Medium) (Wall) |
| 53 | (ii) 15mm dia G.I. elbow |
| 54 | (iii) 15mm dia G.I. nipple |
| 55 | (iv) 15mm dia G.I. socket |
| 56 | (vi) 15mm dia brass bib cock (Weight not less than 400gms) |
| 57 | Supplying tools and making connection of new G.I. distribution branch 15mm to 50 mm dia with existing G.I main by providing and fixing G.I. Tee includig cutting of pipe at two places, threading their ends, providing long screw and a G.I. nipple all complete as per specification and direction of E/I.(a)15mm dia branch line for stand post from 32mm dia existing distribution line |
| 58 | Carriage of construction materials from their source to the construction site including cost of loading, transporting, unloading and stacking in countable stacks including 10% CP & 5% OHC all complete as per specification and direction of the E/I. |
| 59 | Sign Board Innugration. |
| 60 | GST 12% |
| 61 | Labour Cess |
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