Tender For Construction Of Tube Well, Pump House, Oht, & Laying And Jointing Of Rising Main & Distribution System Consisting Of Different Sizes Of D.I. And Hdpe Pipe & Providing Household Connections With Amr Water Meter And All Other Appurtenant Civ
Tender Value
4.56 Crore
Estimated cost
Bid Submission
05 Aug 2026
11 days left
EMD
9.12 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Tube Well, Pump House, Oht, & Laying And Jointing Of Rising Main & Distribution System Consisting Of Different Sizes Of D.I. And Hdpe Pipe & Providing Household Connections With Amr Water Meter And All Other Appurtenant Civil & Electro-Mechanical Works Specified In The Boq Of Tender Document Including Confirmatory Survey, Design, Drawing, Testing And Commissioning (With Twelve Months Defect Liability Period) On Item Rate Contract Basis Including Supply Of All Materials, Labour And T&P Etc Complete For Proper Completion Of Work Of Danda Khudanewala Part-2 Water Supply Scheme Under Sasci Programme.
BOQ
| Sl. No. | Item Description |
| 1 | Part- A (Capital Works)Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. with 100 m wide R.C.C. stair case from G.L. to baicony and 65x65x5 mm M.S. ladder from balocony to manhole with 1M X 1 M R.C.C. landing at suitable and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder and front top to the floor inside of the tank, M.S. cover with looking arrangement lightning conductor as per electricity rules water, level indicator fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron painting on tank body vertical pipes, ladder M.S. cover etc. complete with approved water proofing (snowcem)/enamal paint testing for water filling water for testing purpose etc. excluding. Supply of vertical pipes and specials assuming bearing capacity as 8MT/M2 |
| 2 | O.H.T. 250 KL with 12 m STAGING |
| 3 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 4 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 5 | Bituminous road |
| 6 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 7 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 8 | Providing and Laying S&S double flanged (screwed/welded centrifugally cast (spun) ductile iron pipes of class K-9 with true to alignment & jointing of full length including supply of packing confirming to IS 5382-1985 with testing of testing of pipe line complete. |
| 9 | From T.W. to O.H.T. |
| 10 | D.I. K-9- 100 mm dia |
| 11 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of \\"EPDM\\" rubber gaskets conforming to IS : 5382/1985 with testing of pipe line complete. |
| 12 | D.I. Pipe conforming to IS: 8329/2000 D.I. Pipe S&S K-7 |
| 13 | 150 mm dia |
| 14 | 200 mm dia |
| 15 | Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2001 |
| 16 | Upto 600mm dia |
| 17 | Providing and Laying of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000 |
| 18 | Upto 600mm dia |
| 19 | Providing, Lowering, into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. |
| 20 | PE-63 Grade:PN-6.0 (6.0 Kg/SqCm) |
| 21 | 90 mm dia |
| 22 | 110 mm dia |
| 23 | Providing and fixing C.I. D/F sluice valves confirming to IS:14846-2000 in position in complete |
| 24 | PN 16: |
| 25 | 80 mm dia |
| 26 | 100 mm dia |
| 27 | 150 mm dia |
| 28 | 200 mm dia |
| 29 | Providing and fixing C.I. D/F Scour valves Confirming to IS:14846-2000 in position etc complete |
| 30 | 80 mm dia |
| 31 | 100 mm dia |
| 32 | 150 mm dia |
| 33 | Providing and fixing C.I. double acting air valve in position including all marterial, labour, T&P etc complete. |
| 34 | 80 mm dia |
| 35 | Providing and fixing C.I. D/F Non Return Valves in position including all material, labour, T&P etc complete |
| 36 | 100 mm dia |
| 37 | Providing and fixing Fire Hydrant (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 38 | 80 mm dia |
| 39 | Supply of all materials, labour T&P etc. and construct following valve chambers with a floating coat of neat cement complete as per standard design : With F.P.S. bricks |
| 40 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top 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 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 41 | For Sluice valve/ scour valve |
| 42 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plasterin with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 43 | Fire Hydrent/Air/Non return valve |
| 44 | Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall |
| 45 | be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments |
| 46 | etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge. |
| 47 | 100,150,200mm DI Pipex20mm setup-Domestic |
| 48 | P/F AMR Water Meter Class B Multijet as per IS 779-1994 of ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion Battery with 7 year Battery life (Considering 1 reading / day) |
| 49 | 15 mm |
| 50 | SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 km. etc complete. |
| 51 | SITC of Simple and User Friendly AMR Software interface for viewing each water meter data for water consumption status, battery consumption status and meter working status etc complete. |
| 52 | Annual Cloud Server charges per water meter. |
| 53 | Providing & Fixing Woltman type Bulk Water Meter In line type, flange end with Integral mounted display and all necessary fittings etc complete. |
| 54 | 200 mm |
| 55 | Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines in line type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with seven years battery life) Communication : UART / RS485, suitable against antifraud attempts etc. including all necessary fittings complete. |
| 56 | 200 mm |
| 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. For Cement Concrete Pavment: |
| 58 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment: |
| 59 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 60 | WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. |
| 61 | By Manuual means |
| 62 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 63 | By Manuual means |
| 64 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 65 | By Manuual means |
| 66 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction |
| 67 | for Grading II ( 19 mm nominal size ) |
| 68 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification |
| 69 | for Grading-I (bituminous binder @ 5.2 % of mix ) |
| 70 | (Providing and applying primer coat with bitumen emulsion on prepared surface of kg/sqm using mechanical means. |
| 71 | Providing and applying tack coat with bitumen emulsion using emulsion pressurecleaned with mechanical broom. distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface |
| 72 | Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 73 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 |
| 74 | Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.00 m x 3.60 m) over Tube Well as per Design and Drawings, including Cost of all Labour & Fitting all Complete. |
| 75 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 76 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 77 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 79 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 80 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 81 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and inforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 82 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 83 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars |
| 84 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 85 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 86 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 87 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 88 | Suspended floors, roofs, landings, balconies and access platform. |
| 89 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 90 | Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 91 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge |
| 92 | Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 Band K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittinqs.qlass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1 :3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 93 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes. |
| 94 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 95 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 96 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 97 | Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading. |
| 98 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 99 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 100 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase |
| 101 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 102 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : |
| 103 | 110 mm diameter |
| 104 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 105 | Coupler(110 mm) |
| 106 | Bend 87.5 degree |
| 107 | 110 mm bend |
| 108 | Shoe (Plain) |
| 109 | 110 mm Shoe |
| 110 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including |
| 111 | 110 mm |
| 112 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 113 | 15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc. |
| 114 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja) |
| 115 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 116 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer) |
| 117 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:- New Work |
| 118 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 119 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs . |
| 120 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. |
| 121 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm |
| 122 | Construction of Boundary wall as per drawing and technical specification including earth work, PCC work, RCC work, reinforcement, masonry work, plastering, painting, structural steel work etc. |
| 123 | Construction of Internal road as per drawing and technical specification including all ancillary works. |
| 124 | Construction of Gate with pillar including all ancillary works. |
| 125 | E&M WorksTransportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 126 | Erection and Leveling of Rig Machine at site of work |
| 127 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work |
| 128 | Drilling of borehole from GL to 150 mtr. BGL with final reaming by minimum 600 mm bit size upto entire depth of tubewell |
| 129 | Supply and lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe |
| 130 | Supply and lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 131 | Supply and fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 132 | Supply and fixing of 300 mm dia M.S.D.I housing clamp and girder. |
| 133 | Supply and fixing of 300 mm dia Bail plug |
| 134 | Supply and shrouding of Pea gravel |
| 135 | Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel. |
| 136 | Development of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant. |
| 137 | Geohydrological resistivity survey of site. |
| 138 | Chemical & bacteriological testing of water sample |
| 139 | SITC of Submersible pump-set of 500 lpm cold and clear water against a total head of 125 mt with suitable motor to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete. |
| 140 | Supply of Submersible pump-set as spare (specification as above) |
| 141 | Wall mounting Starter cum panel suitable for above submersible motor for operation on 400 volts+/-10%,3 phase, 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of star-delta,over load and under load and under voltage protection,Ampere meter, Volt meter operated with selector switch & CT, LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire. |
| 142 | 10 Sq mm Cu conductor,PVC insulated 3- core submersible cable. |
| 143 | Main Incomer MCCB-125 with MCCB enclosure box complete with separate earthing of neutral point. |
| 144 | Jointing material such as lugs, tapes etc. |
| 145 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip properly insulated on surface or in recess for connections with charcoal, salt as required i.e 02 sets for pumping plant and seperate 01 set for neutral connected to MCCB . |
| 146 | 80 mm dia MS column pipe assembly having thickness 4.8 mm both ends threaded duly socketed etc. complete. |
| 147 | 80 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 148 | 80 mm dia C.I. D/F Reflux valve PN-1.0 |
| 149 | Specials as M.S.D.F. bend 90º × 80 mm dia - 2 nos,80 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No.80 mm × 80 mm × 80 mm M.S.A.F.Tee - 1 No.80 mm dia. MS DF distance piece 3.0 mtr. Long.-2 Nos.Ventury (80 x 65 mm) - 1 No.80 mm dia MS DI clamp heavy duty - 1 Set.M.S.T/W Cap (80 x 300 mm) - 1 No. Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set. |
| 150 | 100 mm dial pressure gauge with control cock and fittings of range 0-10 kg/cm2 - 1 No. |
| 151 | Supply of tools required for maintenance of pumping plants (DE spanner set - 1 Set,Ring spanner set - 1 Set,Screw drivers - 2 Nos.Pliers - 1 No.Hammer - 1 No.Pipe wrench 14\\" - 1 No.Screw wrench - 1 No.Chain wrench 150 mm dia - 2 Nos.) with tool box |
| 152 | Supply of chain pulley block of 3 ton capacity 4.5 mt lift complete. |
| 153 | Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006) |
| 154 | SITC of automatic chlorinating dosing system with dosing pump 0-6 LPH and working pressure 8 Kg per sq.cm , system should be capable to transfer data from site to MCS/LCS ( 1 W+1S) /through mail with 200 Ltr.Capacity PVC tank,Starter cum panel,Single phase automatic stabilizer and Injector and NRV with PVC pipes etc. |
| 155 | Chlorine testing kit |
| 156 | Supply of Sodium hypo-chloride (Naocl) solution. |
| 157 | Testing of pumping plants against guaranteed figures of Schedule 'E' : at site |
| 158 | Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works. |
| 159 | SITC of 3 phase rolling contact Servo voltage Stabliser indoor type (voltage range 280-460 V) 50 KVA |
| 160 | Supply & Laying of cable 35 sq. mm Al. conductor 3.5 core armoured cable. |
| 161 | Earthing of Servo voltage stablizer with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required. |
| 162 | Intelligent GSM/GPRS based Remote Terminal Units integrated with 7” HMI to store and transmit data on GSM/GPRS backbone complete with separate GI earthing having 600mmX600mmX6mm earth plate and 25mmX5mm strip complete as per IE rule. |
| 163 | GSM/GPRS based wireless Communication system for iRTU/PLC capable to transfer data from remote sites to MCS/LMS. |
| 164 | Intelligent Energy meters |
| 165 | Isolation transformer (440v to step down 220v) for protection of RTU/PLC & instruments from high voltage and low voltage) |
| 166 | Auto phase reversal unit for auto phase corrector. (0-40 H.P.Motor) |
| 167 | Pressure transmitter |
| 168 | Electronic flow meter up to 100 mm size |
| 169 | Valve actuators (80 mm size) |
| 170 | Actuator panels. |
| 171 | Hard wired timer circuit for actuators |
| 172 | Single cabling between RTU's and field instruments 2 pair ×1.5 PVC coated flexible screens cable. |
| 173 | 4 C x 1.5 sq mm PVC Coated flexible unscreened cable. |
| 174 | 10 C x 1.5 sq mm PVC Coated flexible unscreened cable. |
| 175 | Power cable for 3 ph actuators 4 c x 2.5 sq mm. cu power cable. |
| 176 | Conduit Pipe 1\\" (PVC) |
| 177 | Conduit Pipe 1.5\\" (PVC) |
| 178 | Accessories like AC relays,DC flexible & pipe,lugs etc. |
| 179 | Customization of software & Integration with existing SCADA Station |
| 180 | Erection, Commissioning & Customization of i- RTU/ PLC & software . |
| 181 | Erection,Testing. commissioning & Integration with SCADA Station of Flow Meter with clamps & complete accessories. |
| 182 | Erection,Testing. commissioning & Integration with SCADA Station of Actuators |
| 183 | Erection,Testing. commissioning & Integration with SCADA Station of Pressure sensor |
| 184 | Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 185 | Wiring for circuit/submain alongwith earth wire with 2x2.5 sq. mm + 1x2.5 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 186 | Wiring for circuit/submain alongwith earth wire with 2x4 sq. mm + 1x4 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 187 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 188 | Supply and fixing of following way S.P.N. sheet steel, 6 Way double door MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) |
| 189 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 190 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 191 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make) |
| 192 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 193 | Trial & testing of pumping plant with automation for a period of 3 months including cost of all consumables excluding electricity comprehenssive operation and maintenance of scheme with data transmission to MCS / LCS complete |
| 194 | Comprehenssive operation and maintenance of scheme complete with data transmission to MCS / LCS complete - Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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