Tender For Strengthening Of Water Supply & Construction Of Tubewell At Malli Bamori, Haldwani Under Haldwani Urban Water Supply Scheme.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Oct 2026
12 days left
EMD
2.40 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Water Supply & Construction Of Tubewell At Malli Bamori, Haldwani Under Haldwani Urban Water Supply Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | Rates for Strengthening of Water Supply & Construction of Tubewell at Malli Bamori, Haldwani Under Haldwani Urban Water Supply Scheme. |
| 2 | Construction of Tubewall |
| 3 | Transportation of Suitable Truck Mounted Rig Machine, Air Compressor, O.P Unit, Camp Equipage, Connected T&P and Necessary Accessories, Cashing Pipe, Tube Well Assembly Housing Pipe etc Including Loading, Unloading Ereation& Levelling of Rig Machine Upto Site of Work etc. Complete in All Respect as per Direction of Engineer in Charge, Required for Drilling & Development of Tube Well. (Plain Area). |
| 4 | Erection and Leveling of rig machine at site of work |
| 5 | Drilling of 550 MM DIAbore by having duty deal rotryrigmachine telescopic methorhid in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto Entire Depth using by 300 mm dia linear assembly. |
| 6 | Procurement of Tube Well Assembly as Below.300 mm dia. M.S E.R.W 7.90 mm Thick.Blind with beveled edge. |
| 7 | Slotted & threaded. |
| 8 | 300 mm dia. Bail Plug. |
| 9 | 300 mm dia. M.S Well Cap. |
| 10 | 300 mm dia.. M.S Clamp With Nuts & Bolts. |
| 11 | Supply of Pea Gravel of Size 1.6 mm to 4.8 mm. |
| 12 | Shrounding of Pea Gravels in Between Bore & Tube Well Assembly Upto Entire Depth of Tube Well. |
| 13 | Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work.Fixing of 300 mm dia. Bail plug with nut & bolt. |
| 14 | Lowering of 300 mm dia. M.S E.R.W 7.90 mm Thick Housing Pipe (Plain & Slotted Pipe) as Required. |
| 15 | Fixing of 300 mm dia. 8 mm thick tube well cap. |
| 16 | Fixing of 300 mm dia. M.S.D.I. Housing clamp. |
| 17 | Dismantling of Rig Machine & Other Equipments, and Clearance of Site After satisfactory completion of work. |
| 18 | Development of Tube Well by 350 PSI / 1400 CFM Air Compressor Unit to the Satisfaction of Engineer in Charge to Give Sand Free Discharge & Proper Packing of Pea Gravels. |
| 19 | Development of Tube Well by the Suitable Submersible O.P Unit Complete With Lowering & Lifting of Pumping Plant Having 2000 lpm Discharge Approximate to the Satisfaction of Engineer in Charge, Including Running of O.P Unit & Yeild Testing of the Tube Well by V Notch |
| 20 | Geological Survey of Site. |
| 21 | Chemical & Bacteriological Testing of Water Sample. |
| 22 | Construction of Pump House |
| 23 | 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 oil and disposal of surplus excavated soil asAll kinds of soil.Total Earth Work Quantity |
| 24 | PCC In Foundation |
| 25 | 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 (zone-III) : 8 graded stone Total PCC Quantity |
| 26 | Brick Masonry In Foundation |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)Net Quantity |
| 28 | RCC In Foundation |
| 29 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth levelTotal RCC Req. |
| 30 | Centering & Shuttering In Foundation |
| 31 | Centring and shuttering at all levels including strutting, propping etc. and removal of form for:Net Quantity |
| 32 | Steel Fabrication In Foundation |
| 33 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Net Quantity |
| 34 | Back Filling |
| 35 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating No. deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.Net Quantity |
| 36 | RCC In Superstructure |
| 37 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :For- Tie beam, Column, Lintel,Chajja, Roof Slab |
| 38 | Centering & Shuttering In Superstructure |
| 39 | Centring and shuttering at all levels including strutting, propping etc. and removal of form for:Net Quantity |
| 40 | Steel Fabrication In Superstructure |
| 41 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Total |
| 42 | Brick Masonry In Superstructure |
| 43 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) Net Quantity |
| 44 | Plaster Work In Superstructure |
| 45 | 20 mm Cement plaster on External walls : 1:6 (1 cement : 6 coarse sand) Net Plaster req. |
| 46 | 12 mm Cement plaster on Internal walls. 1:6 (1 cement : 6 fine sand)Net Plaster req. |
| 47 | 12 mm Cement plaster on Ceiling. 1:4 (1 cement : 4 fine/ coarse sand) Net Plaster req. |
| 48 | Flooring |
| 49 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the Floor |
| 50 | Skirting |
| 51 | Tile for Toilet |
| 52 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of wall tile. |
| 53 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment |
| 54 | Ceiling Fan clamp |
| 55 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners.. |
| 56 | DoorsSteel Door frames |
| 57 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-Fixing with adjustable lugs with splt end tail to No. jambD |
| 58 | Flush Door shutters |
| 59 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or35 mm thick including ISI marked StainlessD |
| 60 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locationsToilet |
| 61 | Window |
| 62 | 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 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured forFixing 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 mmW @ 30kg/ sqm, 4.32*30 kg |
| 63 | Paint work |
| 64 | White washing with lime to give an evenshade: New work (three or more coats)all plaster surface |
| 65 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shadeall inner plaster surface with ceiling |
| 66 | Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats)all outer plaster surface |
| 67 | 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 @For Frame of door, Window |
| 68 | water proofing treatment |
| 69 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 |
| 70 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75mm deep chase |
| 71 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as perWith common burnt clay F.P.S.(non modular) |
| 72 | Roof Column Plate Girder |
| 73 | 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.Sanitary Fittings |
| 74 | Rain water pipe |
| 75 | 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 : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes.110 mm diameter |
| 76 | Rain water pipe fittings |
| 77 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain wate pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10Bend 87.5°110 mm bend |
| 78 | Shoe (Plain)110 mm Shoe |
| 79 | Water closet, Wash basin, Mirror |
| 80 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plasticseat and lid |
| 81 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls whereverWhite Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass |
| 82 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 83 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.15 mm nominal outer dia Pipes |
| 84 | 20 mm nominal outer dia Pipes |
| 85 | 32 mm nominal outer dia Pipes |
| 86 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore |
| 87 | 20 mm nominal bore |
| 88 | Providing and fixing brass stop cock of20 mm nominal bore |
| 89 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with25 mm nominal bore |
| 90 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet |
| 91 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including ramming and watering of the earth in plinth, sides of foundation etc. complete |
| 92 | 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 \\"I\\" section beam M.S Beam as per IS 808 size 300 x140 mm and 13.1 mm flange thickness , weight ISMB 300 (300 x 140 mm): ~46.0 - kg/m |
| 93 | Construction of Boundary Wall |
| 94 | Earth workEarth 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. Total Earth Work Quantity |
| 95 | PCC WorkProviding 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) Total PCC work |
| 96 | Brick Masonary Work |
| 97 | Brick work with common burnt clay F.P.S (non modular) bricks of class 230mm thick designation 7.5 in foundation and plinth. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 98 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 115mm designation 7.5 in superstructure above plinth level. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 99 | Plaster Work |
| 100 | Plaster 20 mm (External plaster) (Cm 1:6) For Compund wall above GL |
| 101 | Finishing walls with water proofing cement paint of required shade for external surfaces :New work (Two or more coats) all outer plaster surface as per plaster qty |
| 102 | RCC Work |
| 103 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) upto plinth level footing |
| 104 | above plinth level |
| 105 | Centering & Shuttering |
| 106 | Centring and shuttering at all levels including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. Upto ground level |
| 107 | Columns, Pillars, Piers, Abutments, Postsand Struts- (For gate pillar) Column |
| 108 | Steel FabricationSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complet |
| 109 | Compound GateStructural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 110 | FencingProviding and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge,with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 111 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. with MS Angle pole with fixing Size (40X40X5 cm). weight of MS angle @ 3.0 kg/mtr. |
| 112 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 113 | Electrification Of Pump House |
| 114 | Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired. |
| 115 | Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 116 | 2x2.5 sq. mm +1x2.5sq.mm earth wire |
| 117 | 2x4 sq. mm +1x4sq.mm earth wire |
| 118 | Wiring for light /Power plug point with 2x4.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, along with 1 No. 4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as reuired. |
| 119 | 15/16 Amp Switch |
| 120 | 6 Pin 15/16 Amp socket |
| 121 | S/F 3 pin, 5 amp celling rose on the exting junction box/wooden block including connection etc, as required. |
| 122 | S/F brass batten, angle holder including connction etc, as requird. |
| 123 | supplying and fixing following way, single pole and neutral, sheet steel, MCB distribuiton board, 240v, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bas, din bar, interconnections, power painted indulding earthing etc. as required (But without MCB/RCCB/Isolator) 6 way Double door |
| 124 | S/F 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCB/DB compete with connection, testing and commissioning etc. as required. |
| 125 | Single Pole |
| 126 | Double Pole |
| 127 | S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect |
| 128 | S/F of exhaust fan (ISI mark) with jail, 450mm sweep, including making hole for exhaust fan and making good the damage, connection etc, complete in all respect. |
| 129 | S/F of LED street light fitting 60 watts compete in all respect |
| 130 | S/F of G.I. 32mm size L type bracket clamps with fixing of street light etc. |
| 131 | S/F of 14 watts LED Bulb |
| 132 | S/F of wall fan 400mm sweep |
| 133 | Supply of PVC chair |
| 134 | Supply of wooden Table with steel frame |
| 135 | Pumping Plant & Accesories |
| 136 | Supply and fixing of 400 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc. |
| 137 | Supply and fixing of Change over switch 315 Amp, 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc. |
| 138 | Power Wiring & Earthing Material as Per IE Rule. |
| 139 | Supply & Fixing of 250 Amp MCCB. |
| 140 | Earthing Material (Copper Earth Strip, Copper Earth Plate etc. Including Digging of Pit & Complete Earthing Work in All Respect. |
| 141 | Supply & Fixing of Following Items. |
| 142 | Supply of Heavy Duty suitable 16 mm thick MS Flanged, Cutting of edges/Thread of column pipe for Fixing of heavy Duty suitable flange for two end on column Pipe, fixing of 04 nos. triangle corner No. side on column pipe for supporting of flange, cutting of Grooves in flanges for submersible cable (02 nos. on No. side), Drilling of 08 hole on No. side of flange for jointing of column pipe including supply of all labour T&P required for the proper completion of work.100 mm |
| 143 | Lowering of Flanged MS Column Pipe of the following size with submersible pump set at Tube well having pupm house includung supply of all labour T&P required for the proper completion of work. 100 mm |
| 144 | Supply and Fixing of MS Nut Bolts of required size including supply of all labour T&P required for the propercompletion of work. |
| 145 | Supply and Fixing of Rubber Packing for the flanged MS column pipe of the following size including supply of all labourT&P required for the proper completion of work.100 mm (300gm) |
| 146 | Jointing of Submersible cable of the following size including supply of all material, labour, T&P,required for the proper completion of work. 35 Sqmm |
| 147 | Supply and Fixing of MS Iron Cage for the protection of motor pump set including supply of all material, labour T&P required for the proper completion of work. |
| 148 | Making MS Tail Piece of following size suitable for Non Return valve (NRV) including supply of all material, labour T&P required for the proper completion of work.100 mm |
| 149 | 150 mm dia DI D\F Sluice Valve With Hand Wheel. PN-16 |
| 150 | 150 mm dia CI D\F Reflex Valve. PN-16 |
| 151 | 150 x 150 x 150 mm dia A/F Tee. |
| 152 | 150 mm dia CI D\F 90° Bend. |
| 153 | 150 mm dia M.S D\F Pipe of 1.5 M Length. |
| 154 | Ventury. |
| 155 | MS DI Clamp. |
| 156 | Tube Well Cap. |
| 157 | Guages With Fittings. |
| 158 | Necessary Nuts, Bolts & Packings. |
| 159 | Supply of 25 mm Thick Rubber Resistance Insulated Sheet.(Size 2 m x 1 m.) |
| 160 | Installation & Commissioning of all Accessories Including All Consumable Items. |
| 161 | AUTOMATION: |
| 162 | Electronic Pressure Transmitter. |
| 163 | Under Ground Water Level Recorder. |
| 164 | Electronic Flow Meter 150 mm Size. |
| 165 | Web based iRTU remote terminal unit with analoge and digital parameter and feature as specify to store and transmett data on GSM backbone to LMS and also compatible to communication for one pumps all complete. |
| 166 | Web based wirless communication system capable to transfer data from remote site control station with antena. |
| 167 | Level Transmitter.(0-5 mtr sensing range ) |
| 168 | Accessories Like Power Supply Cables etc. |
| 169 | 2 Core x 1.5 Sq. mm. PVC Coated Flexible Unscreened Copper Cables. |
| 170 | 4 Core x 2.5 Sq. mm. PVC Coated Flexible Unscreened Copper Cables. |
| 171 | 10 Core x 1.5 Sq. mm. PVC Coated Flexible Unscreened Copper Cables. |
| 172 | Installation, Commissioning & Testing of the System. |
| 173 | INJECTING DOSER: |
| 174 | Supply of Electronically Controlled, Electrically Actuated, Diaphragm Oerated, Chemical Metering Pump, Wall Mounting Suitable for Delivering upto 10 litres of Chemical Solution / Sodium Hypo Chloride Solution Per Hour Under Maximum Delivery Pressure upto 10 Kg/cm2 & Suction Lift Not Less Than 1.5 Metre With Accessories. |
| 175 | Installation of Electronically Controlled, Electrically Actuated, Diaphragm Operated, Chemical Metering Pump With All Accessories at Site of Work. |
| 176 | Distribution of Pipe Line Works.CIVIL WORK:- |
| 177 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.Total |
| 178 | Cartage and Laying Jointing of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. |
| 179 | 65 mm dia |
| 180 | 80 mm dia |
| 181 | Carting Cartage and Laying Jointing from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 182 | 150 mm dia MSERW pipe line 4.8 mm wall thick |
| 183 | 200 mm dia MSERW pipe line 4.8 mm wall thick |
| 184 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. (3 mtr pipe req. for per house hold connection) |
| 185 | 15 mm dia. G.I. med pipe |
| 186 | Providing and fixing of Following size G.M. gate valve. Confirming to IS: 14846-2000 (Kirloskar/VAG or equivalent) Pressure PN 16. |
| 187 | GM Gate valve 65 mm dia |
| 188 | GM Gate valve 80 mm dia |
| 189 | Providing and fixing of D.I. D/F Sluice Valves Confirming to IS: 14846-2000 (Kirloskar/VAG or equivalent) Pressure PN 16 . |
| 190 | Sluice valve 150 mm dia . |
| 191 | Sluice valve 200 mm dia . |
| 192 | Inter connection and Cutting the existing G.I. /A.C mains of inserting specials or fittings, including bailing or pumping out the water cartage of the materials and returning the scraps to the store, jointing etc. complete |
| 193 | 50mm-80 mm |
| 194 | 100mm-150 mm |
| 195 | 150mm-300 mm |
| 196 | Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. |
| 197 | Photography charge of site work. |
| 198 | Supply & Fixing of Sign. Board |
| 199 | Demolishing PCC Concrete road 1:4:8 or leaner mix during pipe laying including all labour, material, T & P etc. |
| 200 | Construction of Dismantled C.C with P.C.C 1:2:4 (1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including Supply of all materials, labour T&P etc. complete. |
| 201 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 202 | Constructing masonry Chamber 90x90x100 cm. |
| 203 | welding work of pipe line 80- 100 mm dia. including Supply of all materials, labour T&P etc. complete. |
| 204 | Provide necessary T&P and cutting of following nominal dia of G.I. pipes including threading, shaping and finishing the ends. |
| 205 | 15mm to 25mm nominal dia. |
| 206 | 32mm to 50mm nominal dia. |
| 207 | 65mm to 80mm nominal dia. |
| 208 | Dismantling Bituminous road 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 : |
| 209 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means,including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (30% of excavated earth and dismantled pcc qty.) |
| 210 | Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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