Indian Institute Of Technology-IITB has published Tender For Annual Contract For Minor Works For All External Water Supply, Drainage And Sewage Disposal System In Whole Campus Of Iit Kanpur, Mwcc1. Submission Date for this Tender is 28-02-2024. Drainage Tenders in kanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | CARRIAGE OF MATERIALS |
| 2 | Carriage of material by Mechanical Transport including loading, unloading and stacking |
| 3 | Earth Lead - 1 Km |
| 4 | EARTH WORK |
| 5 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: |
| 6 | All kinds of soil |
| 7 | 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. |
| 8 | All kinds of soil. |
| 9 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 10 | All kinds of soil |
| 11 | Pipes, cables etc, not exceeding 80 mm dia. |
| 12 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 13 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 14 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). |
| 15 | 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. |
| 16 | Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. |
| 17 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 18 | All kinds of soil |
| 19 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. |
| 20 | All kinds of soil |
| 21 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 22 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 23 | CONCRETE WORK |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 25 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 26 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 27 | 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. |
| 28 | REINFORCED CEMENT CONCRETE |
| 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 level : |
| 30 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size). |
| 31 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 33 | Foundations, footings, bases of columns, etc. for mass concrete |
| 34 | Suspended floors, roofs, landings, balconies and access platform |
| 35 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 38 | BRICK WORK |
| 39 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 40 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 41 | 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 : |
| 42 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 43 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 44 | cement mortar 1:4 (1 cement : 4 coarse sand) |
| 45 | Half brick masonry 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. |
| 46 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 47 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). |
| 48 | CLADDING WORK |
| 49 | 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 matching shade complete. |
| 50 | WOOD AND P.V.C. WORK |
| 51 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 52 | Fixed to steel windows by welding |
| 53 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
| 54 | 300x16 mm |
| 55 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 56 | 200x10 mm |
| 57 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : |
| 58 | 125 mm |
| 59 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. |
| 60 | 300 mm weighing not less than 200 gms |
| 61 | STEEL WORK |
| 62 | Structural 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. |
| 63 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 64 | Using M.S. angles 40x40x6 mm for diagonal braces |
| 65 | 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 of standard 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 for payment). |
| 66 | 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) |
| 67 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 68 | 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. |
| 69 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 70 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : |
| 71 | 4.0 mm thick glass panes |
| 72 | FLOORING |
| 73 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 74 | 1:6 (1cement : 6 coarse sand) |
| 75 | 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 excluding the cost of nosing of steps etc. complete. |
| 76 | 40 mm thick with 20 mm nominal size stone aggregate |
| 77 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 78 | 18 mm thick |
| 79 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 80 | 40 mm wide and 4 mm thick |
| 81 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 82 | ROOFING |
| 83 | 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 : |
| 84 | In 75x75 mm deep chase |
| 85 | 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. |
| 86 | 110 mm diameter |
| 87 | 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. |
| 88 | Single tee with door |
| 89 | 110x110x110 mm |
| 90 | Bend 87.5° |
| 91 | 110 mm bend |
| 92 | Shoe (Plain) |
| 93 | 110 mm Shoe |
| 94 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 95 | 110 mm |
| 96 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated "J" or "L" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. |
| 97 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified |
| 98 | FINISHING |
| 99 | 12 mm cement plaster of mix : |
| 100 | 1:6 (1 cement: 6 coarse sand) |
| 101 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 102 | 1:6 (1 cement: 6 coarse sand) |
| 103 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 104 | 1:4 (1 cement: 4 fine sand) |
| 105 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): |
| 106 | Flush / Ruled/ Struck or weathered pointing |
| 107 | White washing with lime to give an even shade : |
| 108 | New work (three or more coats) |
| 109 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 110 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 111 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 112 | Two or more coats on new work |
| 113 | White washing with lime to give an even shade : |
| 114 | Old work (two or more coats) |
| 115 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 116 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 117 | One or more coats on old work |
| 118 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 119 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 120 | REPAIRS TO BUILDINGS |
| 121 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. |
| 122 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 123 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consistfollowing operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and otherdeposits. (ii)Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v)Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge. |
| 124 | DISMANTLING & DEMOLISHING |
| 125 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 126 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 127 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 128 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 129 | Demolishing brick work 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. |
| 130 | In cement mortar |
| 131 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 132 | Of area 3 sq. metres and below |
| 133 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 134 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: |
| 135 | T" or "L" iron or pipe |
| 136 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 137 | 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 : |
| 138 | bituminous road |
| 139 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: |
| 140 | Up to 150 mm diameter |
| 141 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 142 | 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. |
| 143 | ROAD WORK |
| 144 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 145 | With G.I. barbed wire |
| 146 | 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. complete. |
| 147 | WATER SUPPLY |
| 148 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 149 | 50 mm nominal dia Pipes |
| 150 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 151 | 50 mm nominal dia Pipes |
| 152 | 65 mm nominal dia Pipes |
| 153 | 80 mm nominal dia Pipes |
| 154 | 100 mm nominal dia Pipes |
| 155 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. INTERNAL WORK - EXPOSED ON WALL |
| 156 | 15 mm dia nominal bore |
| 157 | 20 mm dia nominal bore |
| 158 | 25 mm dia nominal bore |
| 159 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 160 | 15 mm dia nominal bore |
| 161 | 20 mm dia nominal bore |
| 162 | 25 mm dia nominal bore |
| 163 | 32 mm dia nominal bore |
| 164 | 40 mm dia nominal bore |
| 165 | 50 mm dia nominal bore |
| 166 | 80 mm dia nominal bore |
| 167 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 168 | 25 to 40 mm nominal bore |
| 169 | 50 to 80 mm nominal bore |
| 170 | Providing and fixing brass bib cock of approved quality : |
| 171 | 15 mm nominal bore |
| 172 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 173 | 25 mm nominal bore |
| 174 | 32 mm nominal bore. |
| 175 | 40 mm nominal bore |
| 176 | 50 mm nominal bore |
| 177 | 65 mm nominal bore |
| 178 | 80 mm nominal bore |
| 179 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 180 | 20 mm nominal bore |
| 181 | 25 mm nominal bore |
| 182 | Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): |
| 183 | Up to 300 mm dia |
| 184 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : |
| 185 | Up to 300 mm dia |
| 186 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : |
| 187 | 100 mm dia pipe |
| 188 | 150 mm dia pipe |
| 189 | 200 mm dia pipe |
| 190 | 250 mm dia pipe |
| 191 | 300 mm dia pipe |
| 192 | Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : |
| 193 | 100 mm diameter pipe |
| 194 | 150 mm diameter pipe |
| 195 | 200 mm diameter pipe |
| 196 | 250 mm diameter pipe |
| 197 | 300 mm diameter pipe |
| 198 | Supplying pig lead at site of work. |
| 199 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : |
| 200 | 80 mm diameter pipe |
| 201 | 100 mm diameter pipe |
| 202 | 150 mm diameter pipe |
| 203 | 250 mm diameter pipe |
| 204 | 300 mm diameter pipe |
| 205 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 206 | 100 mm diameter |
| 207 | Class II |
| 208 | 150 mm diameter |
| 209 | Class II |
| 210 | 200 mm diameter |
| 211 | Class II |
| 212 | 250 mm diameter |
| 213 | Class II |
| 214 | 300 mm diameter |
| 215 | Class II |
| 216 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 217 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 218 | 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 : |
| 219 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 220 | Constructing masonry Chamber 120x120x100 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 : |
| 221 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 222 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 223 | 15 mm diameter pipe |
| 224 | 20 mm diameter pipe |
| 225 | 25 mm diameter pipe |
| 226 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 227 | 15 mm diameter pipe |
| 228 | 20 mm diameter pipe |
| 229 | 25 mm diameter pipe |
| 230 | 32 mm diameter pipe |
| 231 | 40 mm diameter pipe |
| 232 | 50 mm diameter pipe |
| 233 | 80 mm diameter pipe |
| 234 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : |
| 235 | 15 mm diameter pipe |
| 236 | 20 mm diameter pipe |
| 237 | 25 mm diameter pipe |
| 238 | 32 mm diameter pipe |
| 239 | 40 mm diameter pipe |
| 240 | 50 mm diameter pipe |
| 241 | 80 mm diameter pipe |
| 242 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
| 243 | 15 mm nominal bore |
| 244 | 20 mm nominal bore |
| 245 | 25 mm nominal bore |
| 246 | 32 mm nominal bore |
| 247 | 40 mm nominal bore |
| 248 | 50 mm nominal bore |
| 249 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 250 | 15 mm nominal bore |
| 251 | 20 mm nominal bore |
| 252 | 25 mm nominal bore |
| 253 | 32 mm nominal bore |
| 254 | 40 mm nominal bore |
| 255 | 50 mm nominal bore |
| 256 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 257 | 150 mm dia nominal bore |
| 258 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : |
| 259 | Up to 600 mm dia |
| 260 | Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : |
| 261 | Up to 600 mm dia |
| 262 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 263 | 100 mm dia pipes |
| 264 | 150 mm dia pipes |
| 265 | 200 mm dia pipes |
| 266 | 250 mm dia pipes |
| 267 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 268 | 100 mm dia Ductile Iron Class K-7 pipes |
| 269 | 150 mm dia Ductile Iron Class K-7 pipes |
| 270 | Cutting holes up to 30x30 cm in walls including making good the same: |
| 271 | With common burnt clay F.P.S. (non modular) bricks |
| 272 | DRAINAGE |
| 273 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 274 | 100 mm diameter |
| 275 | 150 mm diameter |
| 276 | 200 mm diameter |
| 277 | 250 mm diameter |
| 278 | 300 mm diameter |
| 279 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 280 | 100 mm diameter S.W. pipe |
| 281 | 150 mm diameter S.W. pipe |
| 282 | 200 mm diameter S.W. pipe |
| 283 | 250 mm diameter S.W. pipe |
| 284 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : |
| 285 | 300 mm diameter S.W. pipe |
| 286 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 287 | 150 mm dia. R.C.C. pipe |
| 288 | 250 mm dia. R.C.C. pipe |
| 289 | 300 mm dia. R.C.C. pipe |
| 290 | 450 mm dia. R.C.C. pipe |
| 291 | 600 mm dia. R.C.C. pipe |
| 292 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 293 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 294 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 295 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : |
| 296 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 297 | Extra for depth for manholes : |
| 298 | Size 90x80 cm |
| 299 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 300 | Size 120x90 cm |
| 301 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 302 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 303 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 304 | M D - 10 |
| 305 | Circular shape 500 mm internal diameter |
| 306 | H D - 20 |
| 307 | Circular shape 560 mm internal diameter |
| 308 | EHD - 35 |
| 309 | Circular shape 560 mm internal dia |
| 310 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 311 | For pipes 100 to 250 mm diameter |
| 312 | For pipes 250 to 300 mm diameter |
| 313 | For pipes 350 to 450 mm diameter |
| 314 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: |
| 315 | Rectangular manhole 90x80 cm and 45 cm deep |
| 316 | Rectangular manhole 120x90 cm and 90 cm deep |
| 317 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : |
| 318 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 |
| 319 | Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 |
| 320 | Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 |
| 321 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 322 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 323 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 324 | 450 mm dia RCC pipes. |
| 325 | 600 mm dia RCC pipes. |
| 326 | MINOR CIVIL MAINTENANCE WORK: |
| 327 | "Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded brick aggregate 40 mm nominal size derived from natural sources) |
| 328 | "Providing and fixing cast iron butterfly valves with bolts, nuts, etc. complete, of CRANE or approved equivalent make & quality." |
| 329 | 80 mm dia |
| 330 | 100 mm dia |
| 331 | 150 mm dia |
| 332 | " P/F C.I. D joints to C.I. pipes i/c cutting the C.I. pipe, rubber gasket etc. with necessary arrangements etc. complete. " |
| 333 | 80 mm diameter. |
| 334 | 100 mm diameter |
| 335 | 150 mm diameter |
| 336 | 250 mm diameter |
| 337 | "P/F gun metal ball valve of Zoloto, Leader or approved equivalent make & quality with necessary arrangements etc. complete. " |
| 338 | 15 mm nominal bore. |
| 339 | 20 mm nominal bore |
| 340 | 25 mm nominal bore |
| 341 | 32 mm nominal bore |
| 342 | 40 mm nominal bore |
| 343 | 50 mm nominal bore |
| 344 | "P/F S.S. flanged (Fire Hydrant)Landing valve 80x63 mm suitable for connecting fire hose reel of standard size with all nuts,bolts, rubber packing and washers etc. complete." |
| 345 | "Providing and fixing cast iron doubleflanged horizontal type non return valve including 2 nos. matching flanges, nuts, bolts, 3.0 mm thick compressed gasket complete. " |
| 346 | 150 mm diameter |
| 347 | "Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead: 80 mm diameter pipe." |
| 348 | "Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail piece if required will be paid separately): 80 mm diameter. Class II. " |
| 349 | "P/F controllers with low voltage releys, float type with PVC shroud, wiring from tank top to probes of required length ( No. of probs as requiredfor function of each controller): To open solenoid valve on low water level in the over head water tank and to close when high water level in the OH tank, Nolta make or approved equivalent make." |
| 350 | "P/F Motorized valve in tank filling line near the tanks i/c required fitting etc. complete in all respect, Honey wall or approved equivalent make." |
| 351 | 25 mm diameter. |
| 352 | 40 mm diameter |
| 353 | 50 mm diameter |
| 354 | "P/F 3 mm thick acrylic plates of size 9"x 8" with screen printing writing and necessary screws etc. complete in all respect." |
| 355 | "Providing and fixing pressure switch suitable till 7 kg/ cm2 pressure with pressure difference settings of Danfoss or approved equivalent make. " |
| 356 | "Providing and fixing pressure gauge with pressure range 0-7 kg / cm2 approved make." |
| 357 | "Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :" 80 mm diameter pipe |
| 358 | "P/F C.I. ball valve of approved quality with necessary arrangements etc. Complete. 20 mm nominal bore." |
| 359 | Dismantling of old RCC pipes up to 300 mm dia i/c breaking of joints, taking out the pipes and disposal of unserviceable material up to 50 meter lead. |
| 360 | P/F Unplasticized PVC pipe 160 mm dia of 6 Kg/sqm. in the length of 6 meters for the purpose of vent pipes with all necessary arrangement etc. complete as per direction of Engineer In - Charge. |
| 361 | Providing and fixing of precast RCC grating with frame 500*450*70 mm in required slope for road gully chambers i/c dismantling, taking out existing frame & cover, repairing/ plastering with neat cement in required size and finishing etc. complete |
| 362 | " P/F C.I. D joints to C.I. pipes i/c cutting the C.I. pipe, rubber gasket etc. with necessary arrangements etc. complete. " |
| 363 | 200 mm dia |
| 364 | Fixing of polycrete cover with frame in required slope for road gully chamber i/c cutting the road in required size and finishing etc. complete. |
| 365 | P/F level controllers/ float switch with low voltage releys, float type with PVC shroud, with 10 meter minimum cable/wiring from tank top to probes of required length. To open solenoid/Motorized valve on low water level and close when high water level in the OH/UG water tank, Nolta or approved equivalent make. |
| 366 | Supply and Fixing of precast RCC cover with frame in required slope for road gully chamber i/c taking out old frame and cutting the road in required size and finishing etc. complete. |
| 367 | Replacement of Damaged Magnetic coil of solenoid valve i/c taking out old coil etc complete in all respect. |
| 368 | Repairing of collar joints of NP2 Class RCC pipes 300 mm dia i/c breaking and cleaning of joints and providing new joint with existing collar with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. |
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