Tender For Strengthening Of Water Supply Scheme In Krishnapur.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Sep 2026
0 days left
EMD
3.62 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 Scheme In Krishnapur.
BOQ
| Sl. No. | Item Description |
| 1 | Laying of pipes and fittings of following grade & sizes (in mm) of MS ERW Pipes (YST 210)/API XL-56 Graded Cartage of pipes and fittings from site store to site of works, lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following sizes (in mm) |
| 2 | MSERW Yst 210 GRADED PIPE |
| 3 | 80 mm dia., 4.80 mm thick |
| 4 | 100 mm dia., 4.80 mm thick |
| 5 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock |
| 6 | Soil mixed with Shingle, Bajri and Boulders |
| 7 | Medium Rock |
| 8 | Supply & fixing of following Valves and Fittings |
| 9 | Cast steel Sluice and Scour Valve |
| 10 | 80 mm dia., W.P. = 15 Kg/cm2 |
| 11 | 80 mm dia., W.P. = 50 Kg/cm2 |
| 12 | 100 mm dia., W.P. = 15 Kg/cm2 |
| 13 | 100 mm dia., W.P. = 50 Kg/cm2 |
| 14 | Cast steel Reflux / Swing Check Valve |
| 15 | 80 mm dia., W.P. = 50 Kg/cm2 |
| 16 | 100 mm dia., W.P. = 50 Kg/cm2 |
| 17 | 80 mm dia. Cast steel Double Ball Air Valve Flanged type,W.P. 15 Kg/cm2 |
| 18 | 80 mm dia. Cast steel Double Ball Air Valve Flanged type,W.P. 30 Kg/cm2 |
| 19 | 100 mm dia. Cast steel Double Ball Air Valve Flangedtype, W.P. 15 Kg/cm2 |
| 20 | 100 mm dia. Cast steel Double Ball Air Valve Flangedtype, W.P. 30 Kg/cm2 |
| 21 | Painting of MSERW/API Pipes with 2 coats of approved quality. (Anti-Corrosive paintover one coat of Primer) (dia. of pipe in mm) |
| 22 | 80 mm |
| 23 | 100 mm |
| 24 | Supply of all materials, labour, T & P etc. and Construction of Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design complete (Size :- 1.50 m x1.50 m x 1.50 m) |
| 25 | Supply of all materials, labour, T & P etc. and Construction of Air Valve Chamber as per type design complete (Size :- 1.50 m x 1.50m x 1.50 m) |
| 26 | Supply of all materials, labour, T & P etc. andConstruction of Anchor Block as per type design complete of following sizes |
| 27 | Size - 0.6m x 0.6m x 0.8m |
| 28 | Size - 0.4m x 0.4m x 0.6m |
| 29 | Excavation for foundation in |
| 30 | Soil mixed with boulders |
| 31 | PCC 1:2:4 including supply of all materials, labour,T&P etc. complete |
| 32 | RR Stone Masonry 1:6 including supply of all materials,labour, T&P etc. complete |
| 33 | Laying of pipes, specials and fittings of following grade & sizes (in mm) Cartage of pipes, specials and fittings from site store to site of works, lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line including cutting and threading of pipe for making up lengths as required for proper completion of work of following sizes (in mm) of GI (M) Pipe. G.I. (Medium) Pipe |
| 34 | 80 mm dia |
| 35 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock |
| 36 | Soil mixed with Shingle, Bajri and Boulders |
| 37 | Medium Rock |
| 38 | Supply and fixing of the following fittings including cartage of materials, labour, T & P etc complete |
| 39 | Air valves (Screwed) |
| 40 | 20 mm dia |
| 41 | Supply of all materials, labour, T & P etc and construction of Air Valve chamber as per type, design(Size :- 1 m x 1 m x 1 m) |
| 42 | Excavation for foundation in |
| 43 | Soil mixed with boulders |
| 44 | PCC 1:2:4 including supply of all materials, labour,T&P etc. complete |
| 45 | RR Stone Masonry 1:6 including supply of allmaterials, labour, T&P etc. complete |
| 46 | RR Stone Masonry laid dry including supply of allmaterials, labour, T&P etc. complete |
| 47 | Laying of pipes, specials and fittings and Cartage from site store to site of works, lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line including cutting and threading of pipe for making up lengths as required for proper completion of work of following sizes (in mm) of GI (M) Pipe of pipes, specials and fittings of following grade & sizes (in mm) at Rail Head |
| 48 | G.I. (Medium) Pipe |
| 49 | 32 mm |
| 50 | 40 mm |
| 51 | 50 mm |
| 52 | 65 mm |
| 53 | 80 mm |
| 54 | 100 mm |
| 55 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 100% excavation will be in soil mixed with shingle, bajari and boulders |
| 56 | Soil mixed with Shingle, Bajri and Boulders |
| 57 | Supply and fixing of the following fittings including cartage of materials, labour, T & P etc complete |
| 58 | G.M Gate valves |
| 59 | 80 mm |
| 60 | Sluice valves |
| 61 | 100 mm |
| 62 | Air valves |
| 63 | 20 mm |
| 64 | Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines. Inline type, flange end with Integral mounted, flow rate & Totaliser display, Battery operated (with five year battery life) communication: UART/ RS485, suitable against antifraud attempts etc. including all necessary fittings complete. |
| 65 | 100 mm |
| 66 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.Fire Hydrant Valve Confirming to IS: 5290 (Flanged) |
| 67 | Supply of all materials, labour, T & P etc and construction of Air Valve chamber as per type, design(0.6m x 0.60m) |
| 68 | Making connection with existing M.S galvanised mains of upto following dia including cutting and threading of pipe, bailing out water, fixing if required special and testing etc. Complete but excluding cost of insertion pipes and specials besides boring out(and also subsequent back fill) existing main |
| 69 | 15-25 mm |
| 70 | Protection Work as per actual |
| 71 | Excavation for foundation in |
| 72 | Soil mixed with boulders |
| 73 | PCC 1:2:4 including supply of all materials, labour,T&P etc. complete |
| 74 | RR Stone Masonry 1:6 including supply of allmaterials, labour, T&P etc. complete |
| 75 | Supply of all materials, labour and T & P etc. and construction of R.C.C. Sump / Clear Water Reservoir of following Capacity in K.L. as per type design and drawing including fixing of pipes and fittings including cartage of materials etc. complete |
| 76 | 70 KL |
| 77 | 100 KL |
| 78 | Supply and installation of Bucket Type Chlorinator of 25L Capacity on the top of Service Reservoirs |
| 79 | Protection Works (As per actual) |
| 80 | Excavation for foundation in |
| 81 | Soil mixed with boulders |
| 82 | PCC 1:2:4 including supply of all materials, labour,T&P etc. complete |
| 83 | RR Stone Masonry 1:6 including supply of allmaterials, labour, T&P etc. complete |
| 84 | Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, withina lead of 50 m. |
| 85 | All kinds of soil |
| 86 | Ordinary rock |
| 87 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering - All work upto plinth level. |
| 88 | 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate40 mm nominal size) |
| 89 | Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work |
| 90 | Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work |
| 91 | PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work |
| 92 | Acrylic smooth exterior paints three coats on pillars |
| 93 | Centering shuttering including struttings, propping etc.and removal of form work |
| 94 | Lean Concrete |
| 95 | Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 96 | All kinds of soil |
| 97 | Ordinary rock |
| 98 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering - All work upto plinth level. |
| 99 | 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate40 mm nominal size) |
| 100 | Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work |
| 101 | Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work |
| 102 | PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work |
| 103 | M.S. work in heavy size such as build up gates doors, frames etc wrought to required from including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing required for proper completion of work |
| 104 | Acrylic smooth exterior paints three coats on pillars |
| 105 | Painting two coats of approved paint over one base (priming coat) on new surface of Gate and Pillars |
| 106 | Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, withina lead of 50 m. |
| 107 | All kinds of soil |
| 108 | Ordinary rock |
| 109 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering - All work upto plinth level. |
| 110 | 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate20 mm nominal size) |
| 111 | Supply of Angle Iron of size 50 x 50 x 6 mm for post |
| 112 | Supply & fixing of Barbed Wire Fencing |
| 113 | Centering shuttering including struttings, propping etc.and removal of form work |
| 114 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material witha lift upto 1.5 m and lead upto 20 m as per Clause 1603.2 |
| 115 | In shingle Bajri & Boulders 1000 x 3.00 x 0.90 x 0.75 |
| 116 | In Medium rock 1000 x 3.00 x 0.90 x 0.25 |
| 117 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWDUttarakhand specifications |
| 118 | Provision for construction of earthen drain along the path = 1 x 1000 x 0.30 x 0.15 |
| 119 | PCC 1:3:6 including supply of all materials, labour, T&Petc. Complete = 1 x 1000 x 3 x 0.15 |
| 120 | PCC 1:2:4 including supply of all materials, labour, T&P etc. Complete =1000 x 3 x 0.10 |
| 121 | Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m. All kind of soil |
| 122 | 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. |
| 123 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 124 | Providing and laying in position cement concrete of specific grade (1:4:8) with cement, coarse sand and graded stone aggregate of 40 mm nominal size in foundation bed excluding the cost of centering and shuttering all work upot plinth level. |
| 125 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar of cement andcoarse sand in proportion of 1:6. |
| 126 | Brick work with F.P.S. bricks of class designation 75 in super structure upto plinth level upto floor V level in all shape and size in cement mortar of in the proportion of 1:4.cement andcoarse sand |
| 127 | Providing and laying in position cement concrete of specified grade (1:2:4) of cement, coarse sand and 20 mm nominal size of stone aggregate excluding the cost of centering and shuttering over the columns on roof for fixing of R.S.Joist and apron. |
| 128 | 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 level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 129 | Centering and shuttering including strutting, ropping etc. and removal of form for suspended floors, roofs,landings, balconies and access platform. |
| 130 | Centering and shuttering including strutting, ropping etc. and removal of form for lintals, beams, plinth beam,girders, bresumers and cantilevers. |
| 131 | Centering and shuttering including strutting, ropping etc.and removal of form for Column |
| 132 | Reinforcement for R.C.C. work using mild steel and medium/tensile steel bar including straightening, cutting, bending, placing in position and binding all complete. (1.00% of R.C.C. Work) |
| 133 | 12 mm thick cement plaste over brick work of pump house and chlorine room in the proportion of 1:4 of cement and fine sand. |
| 134 | Providing and laying in position cement concrete of specific grade (1:3:6) with cement, coarse sand and 40 mm nominal size stone aggregate as base concrete for flooring complete. |
| 135 | 40 mm thick Cement concrete flooring 1:2:4 with cement, coares sand and 20 mm nominal size stone aggregate finished with a floating coat of neat cement including cement slurry , but excluding the cost of nosing of steps etc. complete. |
| 136 | Providing and fixing Door, window and M.S.Grills of required pattern in frames fixied to opening/wooden frames of windows with rawl plug screws etc. |
| 137 | Providing and fixing ISI marked oxidrsed M.S. pressed butt hinges with necessary screws/nut bolts etc. |
| 138 | Door size 125x65s2.12 mm |
| 139 | Window size 100x58s1.90 mm |
| 140 | Providing and fixing ISI marked oxidrsed M.S. sliding door bolts with necessary screws/nut bolts etc.300x16 mm |
| 141 | Providing and fixing ISI marked oxidrsed M.S.tower boltswith necessary screws/nut bolts etc. |
| 142 | Door size 150x10 mm |
| 143 | Window size 100x10 mm |
| 144 | Providing and fixing ISI marked oxidised M.S. handlessize 125 mm conforming to IS. |
| 145 | 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 andsmooth complete. |
| 146 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 147 | Painting wood work with Deluxe multi surface paint of required shade. Two or more coat applied @0.90 lt/10sqm over an under coat of primer @0.75 lt/10sqm ofapproved brand ro manufacture. |
| 148 | Supply of RS Joist (ISLB 300) 300 mm X 150mm & 9.40 mm thick size & 4.00 m long and fixing with 1:2:4 PCC over columns in positions.(wt. of ISLB 300 ) |
| 149 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(Group B Long Discrpition) |
| 150 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVCinsulated copper conductor single core cable for loop earthing as required. |
| 151 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 152 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required |
| 153 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 154 | Unforseen item bulb, street light etc. |
| 155 | EARTH WORK |
| 156 | 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. |
| 157 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer byramming and watering, lead up to 50 m and lift upto 1.5m. |
| 158 | Supplying and filling in plinth with Jamunasand under floors including, watering, ramming consolidating and dressing complete. |
| 159 | CONCRETES WORK |
| 160 | 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). |
| 161 | REINFORCED CEMENT CONCRETE |
| 162 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level |
| 163 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 164 | 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) |
| 165 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 166 | Centring and shuttering including strutting,ropping etc.and removal of form for |
| 167 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 168 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 169 | Slab beams,& plinth beams |
| 170 | Suspended floors, roofs, landings, balconies andaccess platform. |
| 171 | BRICK WORK |
| 172 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in |
| 173 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 174 | 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). |
| 175 | Brick work with F.P.S. bricks of class designation 75 in superstructure |
| 176 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 177 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 178 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side/top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required |
| 179 | Fixing glass panes, with putty and nails wherevernecessary |
| 180 | WOOD WORK |
| 181 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (35 mm thick including ISI marked Stainless Steel butt hinges with necessaryscrews.) |
| 182 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete |
| 183 | 300x16 mm |
| 184 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm |
| 185 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 186 | 250x10 mm |
| 187 | 150X10 MM |
| 188 | Providing and fixing aluminium hanging floor doorstopper ISI marked anodised (anodic |
| 189 | coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper |
| 190 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 191 | STEEL WORK |
| 192 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 193 | FLOORING |
| 194 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excludingthe cost of nosing of steps etc. complete. |
| 195 | FINISHING |
| 196 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) onceiling |
| 197 | 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. |
| 198 | 15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand) |
| 199 | White washing with lime to give an even shade: New work (three or more coats) |
| 200 | Distempering with acrylic 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) |
| 201 | Finishing walls with textured exterior paint of required shade( New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.) |
| 202 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 203 | 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 |
| 204 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 205 | 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. |
| 206 | Providing and fixing wiring point for light vertical drop in heavy gauge conealed conduit with fulsh type switch in G.I. box with A.C. backlite sheet core. |
| 207 | Same as item no. 01 above but for Ceiling Fan |
| 208 | Same as item no. 01 above but for Plug Point |
| 209 | Exhaust Fan point |
| 210 | Wiring for Power Plug point with 15 Amp. IC Switch |
| 211 | Power point with box |
| 212 | Tube light 40 Watt |
| 213 | Tube light fittings 40 Watt |
| 214 | Ceiling Fan 1200 mm |
| 215 | Exhaust Fan 9 inch |
| 216 | 6 mm copper wire |
| 217 | 6 mm cable |
| 218 | MCB Box 6 way |
| 219 | 40 Amp Isolator |
| 220 | Switch Board |
| 221 | Switch 6 Amp |
| 222 | Socket 6 Amp |
| 223 | Wire 1.0 mm |
| 224 | Wire 1.5 mm |
| 225 | Bulb 100 Watt |
| 226 | Earthing |
| 227 | Provision for design and drawing from reputed institute |
| 228 | Protection Works as per actual |
| 229 | Excavation for foundation in |
| 230 | Soil mixed with boulders |
| 231 | PCC 1:2:4 including supply of all materials, labour,T&P etc. complete |
| 232 | RR Stone Masonry 1:6 including supply of allmaterials, labour, T&P etc. complete |
| 233 | Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. |
| 234 | 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.G.I. PIPE CONFORMING TO IS : 1239 (PART-1)Medium Duty (Class 'B') 15 mm dia |
| 235 | Providing and fixing of Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet. Clamp saddles for service connection from water distribution mains shall be of wrap around design, wide skirt and wide straps support, which shall reinforce the pipe while providing excellent stability to the saddle. Clamp Saddles for service connections shall be of fastened strap type with threaded (as per IS:554) (latest version) female outlet of Stainless steel for service connection. 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). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal which increases with increase in the line pressure. Saddle straps shall be made of plastic with or without metal reinforcement depending on size and injection molded to prevent galvanic |
| 236 | Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main :15 mm nominal bore |
| 237 | Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore |
| 238 | Supply and fixing of S.S. Flow Control Non Return Valve for Avg. Flow 10 lpm. Material of construction to be SS304. Connection threading IS:554 BSPT, ISO: 7-1. Valve consiste of proprietary design which regulates the designed flow. All machined parts shall be manufactured on CNC lathe machine. Casting is not allowed. The valve is designed to prevent illegal tapping of water by using electric suction motor.Flow control Valve (SS) 10 lpm (Ave. Flow at 0.5 - 1.0 kg/ cm2) |
| 239 | 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. |
| 240 | Supply & Fixing/Intalllation Submersible pump set of 350 LPM, 210 Mt. head suitable for Assembly operating at 3 phase 50 Hz AC supply. |
| 241 | Spare Pump Set of same duty. |
| 242 | Supply, Installation, Testing & Commissioning on turnkey basis for fully automatic pump automation control pannel of different capacities having intelegent unit having\\" FIELD PROGRAMMABLE LOGIC CONTROLER based SCADA operated pump motor start Run Control Protact against faults automatically operated controle and management system\\" for supervisory control and data acquasition system at pumping water supply schemes & two year free of cost AMC for warranty period of following duties as per specifications sheet enclosed & suaitable for integrations inthe existing system including cartage from works of manufactures up to site of work |
| 243 | Supply installation testing and commissioning of three phase digital rolling contact survo voltage stablizer suitable for unbalance voltage and unbalance load including fixing of proper size copper lugs on input and out put cable both end at defferent sites on turnkey basis including five years cost free maintenance. |
| 244 | Input voltage 330-460 volts (phase to phase) capacity - 40 kva |
| 245 | Quotation For PVC insulated and PVC Sheathed Round Sheathed 4Core Bright Annealed Bare Copper Conductor Voltage Grade 1100 V AS Per IS 494/2010. Four Core Copper Cable for installation (50 Sq. mm armoured copper cable) |
| 246 | 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 at dewala talla tubewell. |
| 247 | Supply and fixing of 35 KVAR heavy duty power capacitor L & T make 440 volt 50 H box type. |
| 248 | Main piping and valves as per specification. |
| 249 | Supply of 100mm dia Column pipe, 6.4 mm thick - |
| 250 | Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour & T&P |
| 251 | Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour & T&P |
| 252 | Supply of 3 Core flat submersible cable KSB make Conti Cable 3/16.0 sq.mm suitable for Submersible |
| 253 | 150mm/100mm dia C.I.D/F Sluice Valve. |
| 254 | 150mm/100mm dia C.I.D/F Reflex Valve. |
| 255 | Nut bolts, rubber packing etc. |
| 256 | 150mm dia size column pipe clamps. |
| 257 | Lifting tackle 10 tonne capacity Chain pulley. |
| 258 | Electronic type liquid chlorine dosing system. |
| 259 | Liquid chlorine (50Kg Cane) |
| 260 | Gauges as per specification |
| 261 | Earthing Material |
| 262 | Installation. |
| 263 | Commissioning |
| 264 | Testing at site. |
| 265 | One month Trial Run/Maintenance |
| 266 | Supply & Fixing/Intalllation RKB32/14H,6stg +12.5HP motor with base frame and coupling bronze impeller Discharge - 200 lpm & Head - 110 m |
| 267 | Supply installation testing and commissioning of three phase digital rolling contact survo voltage stablizer suitable for unbalance voltage and unbalance load including fixing of proper size copper lugs on input and out put cable both end at defferent sites on turnkey basis including five years cost free maintenance. |
| 268 | Input voltage 330-460 volts (phase to phase) capacity -40 kva |
| 269 | Construction of RCC Foundation for Centrifugal Pump motor set. 01 Nos. of size 2.2 m x1.2 m x 0.8 m |
| 270 | 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 level.1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stoneaggregate 20 mm nominal size) |
| 271 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1.5% of RCC Qty |
| 272 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : PCC 1:2:4 in base of foundation with all labour material etc. |
| 273 | Supply and fixing of MS Angle 50x50x6mm base plate over foundation for motor pump installation with allnecessary arrangement and T&P |
| 274 | 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. soil as directed, within a lead of 50 m.All kinds of soil. |
| 275 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation |
| 276 | Cartage of material Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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