Military Engineer Services-MES has published Provision Of Sm Barrack For Women Mp In Unit Location At Chandimandir Mil Stn. Submission Date for this Tender is 03-06-2022. Barrack Tenders in chandimandir Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-May-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 03-06-2022 |
| Sl. No. | Item Description |
| 1 | Site Clearance. |
| 2 | Surface excavation n exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out hard/ dense soil complete all as specified and directed. |
| 3 | Removing excavation material (soil) from site exc 250m but n exc 500m and depositing where directed complete all as specfied and directed. |
| 4 | BUILDING WORK |
| 5 | Excavation in trenches, n. exc. 1.5 m wide and n. exc 1.5 m in depth ,for foundation, laying of pipes, cables etc.or for shafts , wells, cesspits, manholes, pier holes, etc. n.exc. 10 Sqm on plan and n. exc. 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. |
| 6 | Cement Concrete in foundations, filling and mass concrete type D2 1:4:8 (using 40 mm graded stone aggregates) complete all as specified and directed. |
| 7 | Brick work with fly ash bricks, straight or curved on plan. exc. 6 m mean radius built in CM 1:6 complete all as specified and directed. |
| 8 | Brick wrork with fly ash bricks straight or curved on plan to any radius in half brick thick wall built in CM 1:4 complete all as specified and directed. |
| 9 | Returning, filling in, including spreading, watering and well ramming in layers n.exc. 25 cm in hard/dense soil complete all as specified and directed. |
| 10 | Removing excavated surplus material (Soils) n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. |
| 11 | Reinforced cement concrete (M-30 design mix) RMC in foundation including raft footing, foundation beams, plinth beams, bases for columns etc, basement slab under-reamed piles and mass concrete complete all as specified and directed. |
| 12 | Reinforced cement concrete (M-30 design mix) RMC in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 13 | Reinforced cement concrete (M-30 design mix) RMC as in beam, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 14 | Reinforcement cement concrete (M-30 design mix) RMC as in slabssupported on walls, beams and columns in floors, roofs, landings, balconies, canoples, deck slabs and shelves and the like complete all as specified and directed. |
| 15 | RCC (M-30 design mix) RMC as in chajjas complete all as specified and directed. |
| 16 | Formwork to sides of concrete foundation , footing, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter rough finished surface of concrete complete all as specified and directed. |
| 17 | Formwork to sides of pillars, posts, struts, piers, columns and stanchionsrough finished surface of flat concrete complete all as specified and directed. |
| 18 | Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick. (horizontal or sloping) to give rough finish to flat concrete surfaces complete all as specified and directed. |
| 19 | Form work to sides and soffits of lintels, lintel bands,etc including rough finished surfaces of concrete flat complete all as specified and directed. |
| 20 | Form work to soffits and sides of chajjas including rough finished surfaces of concrete flat complete all as specified and directed. |
| 21 | Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. complete all as specified and directed. |
| 22 | Mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel complete all as specified and directed. |
| 23 | Rendering 15mm thick in cement and sand mortar1:6 (Internally) on brick or concrete surfaces including finished even and smooth without using extra cement complete all as specified and directed. |
| 24 | Rendering 15mmthick in cement and sand mortar 1:4 (Externally) mixed with water proofing compound @ 3% by weight of cement on brick or concrete surfaces including finished surfaces even and fair without using extra cement complete all as specified and directed. |
| 25 | Supply only integral water proofing compound complete all as specified and directed. |
| 26 | Rendering 5 mm thick in cement and sand mortar (1:3) on ceiling surfaces finished even and smooth without using extra cement, complete all as specified & directed. |
| 27 | Preparation of new plastered surface and applyinig two coats of cement base paint on walls complete all as specified and directed. |
| 28 | Preparation of new plastered surfaces and applying two coats of oil emulsion distemper over a coat of primer coat complete all as specified. |
| 29 | Preparation of new plastered surfaces and applying threecoats of white wash on ceiling surfaces complete all as specified and directed. |
| 30 | Spreading and levelling in layers in floor n exc 25 cm thick and well ramming including watering as required complete all as specified and directed. |
| 31 | Hard core of broken stones or boulders of gauge not exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick watered and rammed to a true surface of broken stone complete all as specified and directed. |
| 32 | 75 mm PCC type D-2, 1:4:8 (using 40mm graded stone aggregates) as in sub base of floors including finishing the surfaces even and rough to receive the topping layer complete all as specified and directed. |
| 33 | 40 mm PCC type B-1, 1:2:4 (using 20mm graded stone aggregates) as in sub base of floors including finishing the surfaces even and rough to receive the topping layer complete all as specified and directed. |
| 34 | Machine cut Kota stone slab flooring 18-20 mm thick, area of each slab exceeding 0.30 sq.m, (cut to size in square/rectangular shape) laid over & including 20 mm thick (average thickness) cement mortar 1:4 screed and jointed with grey cement slurry mixed with matching shade pigment including rubbing and polishing (Granite finish) complete all as specified and directed. |
| 35 | Machine Kota stone slab 15-18 cm thick on vertical surfaces like riser of steps, skirting, dado and pillar laid over & including 10 mm thick (average thickness) cement mortar (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (Granite finish), complete all as specified and directed. |
| 36 | Vitrified coloured tiles, jointless, first quality, of size 600mm x 600mm x 10mm thick as in floor, set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in cement mortar 1:6complete all as specified and directed. |
| 37 | 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid on 10mm thick screed bed in CM 1:4 including rounding/moulding complete all as specified and directed. |
| 38 | Pre polished and granite finish Machine cut Baroda Green stone18-20mm thick as in steps (stairs), single piece (cut to size in square shape) laid over & including 20 mm thick (average thickness) cement mortar (1:3) and jointed with grey cement slurry mixed with matching shade pigment including mouding complete all as specified and directed. |
| 39 | 75 mm thick plain cement concrete type C-2 1:3:6(Using 40mm graded stone aggregates) as in plinth protection finished even and smooth without using extra cement complete all as specified and directed. |
| 40 | Factory made steel windows (Box type) without glazing bars, dovetailed or welded including hinges, steel handles, steel peg stays etc including one shop coat of red oxide zinc chrome primer, complete all as specified and directed. |
| 41 | Factory made steel windows (Box type) with glazing bars, dovetailed or welded including hinges, steel handles, steel peg stays etc including one shop coat of red oxide zinc chrome primer, complete all as specified and directed. |
| 42 | Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and directed. |
| 43 | Framed work such as grills, grating etc. with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, railings and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed. |
| 44 | Stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (whereever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed. |
| 45 | 4 mm thick sheet glass frosted type ordinary quality and glazing with oil putty in squares not exc 0.50 sqm in each pane complete all as specified and directed. |
| 46 | Sheet glass 3 mm thick, ordinary quality and glazing with oil pane putty in squares not exceeding 0.5 Sq. mm in each pane complete all as specified and directed. |
| 47 | Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed. |
| 48 | Factory made pressed steel frames for doors fabricated from 1.25 mm thick sheet, with double rebate including necessary fixing lugs, hinges, lock strike plate, etc. & one shop coat of priming, of size 125mm x 60mm including filling in using cement concrete type B0 using 12.5mm graded stone aggregate complete all as specified and directed. |
| 49 | Factory made pressed steel frames, conforming to IS, of size 105 mm x 60 mm for doors with one or more rebates made out of 1.25 mm thick mild steel sheet, including necessary fixing lugs, butt hinges, lock strike plate, etc., complete all as specified and directed. |
| 50 | Factory made, flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, 30 mm thick complete all as specified and directed. |
| 51 | Glazed and gauged Skelton shutter (Factory made) 35mm thick of second class hard wood (hollock) open rebated & prepared to receive glass, gauge etc (without sash bars), edges of framing plain chamfered or rounded, fitted with cut & mitred beads for securing glass etc including priming coat. Size of members of shutters as specified in SSR Part I Section 8, clause8.20 (a) including Kiln seasoned and chemically pressure treated, a shop coat of pink primer complete all as specified & directed. |
| 52 | 35 mm thick 2nd class hard wood Plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS: 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed. |
| 53 | Two coats of synthetic enamel paint over new wood and wood based surfaces of any description, not otherwise described over 10 cm width or girth, including preparation of surfaces complete all as specified and directed. |
| 54 | Two coats of synthetic enamel paint over & including a coat of red oxide primer over new steel & iron surfaces of any description, not otherwise described, over 10 cm in width or girth, including preparation of surfaces complete all as specified and directed. |
| 55 | All items as per Ser No 54 here-in-before but without primercomplete all as specified and directed. |
| 56 | Factory made solid pvc frames having profile 105 x 60 mm for door with one rebates homogenous fine cellular structure having density of 750 smooth outer integral skin with suitable metal stiffners and fixed with 100 x 8 mm sheet metal screw complete all as specified as per manufacturer broucher complete all as specified and directed. |
| 57 | Factory made solid PVC moulded door shutter, 28 to 30mm thick(stiles), with 2, 4 or 6 raised panel design with 2mm thick moulded PVC sheet on the front face & 2mm plain colour PVC sheet on back face complete all as specified and directed. |
| 58 | Butt hinges, cold rolled steel medium weight 100mm long for fixing to steel chowkhats complete all as specified & directed. |
| 59 | Aluminum anodised barrel tower bolts125 mm long ofextruded section complete all as specified and directed. |
| 60 | Aluminum handles cast type anodised 150 mm long complete all as specified and directed. |
| 61 | Aluminum alloy anodised sliding door bolt with hasp, and staple (bolt type) and fixing clips of steel, cast or extruded sections and fixing bolts and sliding bolts of extruded section 300mm long complete all as specified and directed. |
| 62 | Rendering15 mm thick (Average thickness) on roof surface including flashings and junction of parapets etc., finished even and smooth in cement mortar (1:4), using water proofing compound as per manufacture recommended ratio, after brushing cement slurry @ 3kg per sqm complete all as specified and directed. |
| 63 | Water Proofing treatment to roof slabs by applying one coat of bituminious/polymerized primer confirming to IS-3384 @ 0.30 Ltrs/Sqm, and laying actetic polypropylene (APP) modified membrane pre fabricated , reinforded with non woven polyester, of minium 3.50 Kg/Sqm 3 mm thick (minium) with minium75 mm side overlaps and minium 100 mm end overlaps and applying one coat of aluminium paint @ 0.11 Kg/Sqm over APP membrane complete all as specified and directed. |
| 64 | Plain cement concrete type B-0 1:2:4 using 12.5mm graded stone aggregate as in roof kerbs, grounded or chamfered admixing Fosroc Conplast WL @ 125ml per 50 Kg cement bag complete all as specified and directed. |
| 65 | Glazedceramic coloured tiles 350mm x 250 mm x 7mm thick , first quality, as on skirting , dados, walls etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed. |
| 66 | Non skid ceramic tiles coloured 7 to 8 mm thick(square/rectangular) area of each tile exc 0.11 sqm but not exc 0.18 sqm, in floors etc, set and jointed with neat cement slurry and pointed in white or coloured cement with pigment to match the shade of tiles over and including 15mm thick screed in cement mortar (1:4) complete all as specified and directed. |
| 67 | 1000 litre capacity rotational moulded polyethylene water storage tanks of any shape, including making necessary connectionsand fixed in positionas directed bye Engineer-in-Charge. |
| 68 | Ballvalves, high pressure PTMT with epoxy coated polythene float and fly nut complete, screwed for iron pipe or brass ferrule and fixed and suitable for 25 mm bore GI pipe, complete all as specified and directed. |
| 69 | PTMT tank nipple of size 15-20mm for water storage tank of size 15-20 mm complete all as specified and directed. |
| 70 | Gun-metal ball valve (quarter turn type)with MS lever handle, suitable for GI tubes 20 mm bore, ISI marked, screwed both ends for iron pipe, complete all as specified and directed. |
| 71 | Bib taps, cast copper alloy with handle, chromium plated fancy type, long body with wall flange screwed down, suitable for 15 mm bore pipe, complete all as specified and directed. |
| 72 | Angular stop cock, cast copper alloy, chromium plated, fancy type screwed both ends for iron pipe or for union, suitable for 15mm bore pipe, complete all as specified and directed. |
| 73 | Concealed stop valve, cast copper alloy, screwed down, high pressure with handle, chromium plated, screwed end for iron pipe or for union and fixed, suitable for 15 mm bore pipe, complete all as specified and directed. |
| 74 | Cast copper alloy, chromium plated towel rail 600mm long including complete all as specified and directed. |
| 75 | Chromium plated brass screwes central hole Basin Mixer, without popup waste system with 450mm long copper pipes and brass nuts, cast copper alloy, chromium plated, screwed for iron pipe or for union, suitable for 15mm bore pipe, complete all as specified and directed. |
| 76 | Wall mixer with provision for overhead shower with 115mm long bend pipe on upper side, connecting legs & wall flanges Part complete all as specified and directed. |
| 77 | Waste coupling of PTMT, for WHB any colour half or full threaded suitable for 32 mm size discharge pipe (Minimum weight 45 gm), complete all as specified and directed. |
| 78 | PVC waste pipe 800 mm long suitable for 32 mm dia waste coupling, complete all as specified and directed. |
| 79 | Swivel shower of PTMT with shower arm 15mm size,195 mm long with bend of 45 degree with flange of PTMTany colour for fixing with 15mm pipe (Minimum weight 40 gm) complete all as specified and directed. |
| 80 | PTMT shelf 450 mm x 124 mm any colour with brass chromium plated screws & PVC rawl plugs (Minimum weight 300 gm), complete all as specified and directed. |
| 81 | Lookingmirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed. |
| 82 | PVC connections 15 mm size with PTMT nuts of length 450 mm, complete all as specified and directed. |
| 83 | 110 mm bore PVC (SWR) pipes single socketed, Type Bin any lengthwith rubber ring joints, laid in trenches, floors or in wall including clamps complete all as specified and directed. |
| 84 | 75 mm bore PVC (SWR) pipes single socketed, Type Bin any lengthwith rubber ring joints, laid in trenches, floors or in wall including clamps complete all as specified and directed. |
| 85 | 110 mm bore PVC (SWR) bends any radiuswith or with out access doorcomplete all as specified and directed. |
| 86 | 75 mm bore PVC (SWR) bends any radiuswith or with out access doorcomplete all as specefied |
| 87 | 110 mm or 75 mm dia PVC (SWR) vent cowl any radiuscomplete all as specified and directed. |
| 88 | 110 mm bore PVC (SWR) WC connector complete all as specified and directed. |
| 89 | 110 mm bore PVC (SWR)junction single ( single T ) equal or unequal complete all as specified and directed. |
| 90 | PVC (SWR) floor trap, plain with grating includingjointing with solvent cement75 mm bore, including jointing to waste pipe set in cement concrete type B0 (using 12.5mm graded aggregate) complete all as specified and directed. |
| 91 | Gratingwith or without hole of PTMT (Minimum weight 25 gm) and fitting of shade matching to tiles/floor, fixed with white cement including matching shade pigment, complete all as specified and directed. |
| 92 | Vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm, white, with integral foot rests (excluding flushing cistern and flush pipe) complete all as specified and directed. |
| 93 | vitreous china wash down water closet pan (pedestal pattern) coloured with P or S trap(excluding fixing bolts, flushing cistern and flush (pipe) complete all as specified and directed. |
| 94 | 10 ltr capacity PVC flushing cistern syphonic action type white dual flush ISI (IS 7231)with flush pipe complete with all fixing arrangements complete all as specified and directed. |
| 95 | Wash hand basin , vitreous china , whiite, oval shape, cuunter type , of size 550 x 400 mm, including fixing acessories like galvanised brackets & rag bolts, complete all as specified and directed. |
| 96 | Tubes 15 mm bore, ‘medium grade’, galvanized with all fittings and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed. |
| 97 | Tubes 20 mm bore, ‘medium grade’, galvanized with all fittings and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed. |
| 98 | Drapery rod (conduit) of dia not less than 25 mm having a corrugated virgin PVC extrusion on it and ABS plastic rings & finials of approved shade with standard MS powder coated/ brackets, fixed to walls with rawl plugs and steel screws complete all as specified and directed. |
| 99 | Treating the bottom and sides of excavation at the rate of 05 ltrs of emulsion per square metre of surface for anti termite treatment complete all as specified and directed. |
| 100 | Treating the backfill in contact with foundation at the rate of 7.5 lts of emulsion per square metre of vertical surface (area of the sub structure in contact withbackfill to be measured) for anti termite treatment complete all as specified and directed. |
| 101 | Treating the soil under plinth protection at the rate of 5 ltrs emulsion per square metre of surface area for anti termite treatment complete all as specified and directed. |
| 102 | INTERNAL ELECTRIFICATION WOKS |
| 103 | Point wiring (with approved colour coding as per IS) with PVC insulated unsheathed FRLSH 1100 volts grade single core muti stranded copper conductor cables of size 1.5 sqmm for phase & neutral in and includingconcealed PVC conduits, sheet steel sunken boxes1.2mm thickness coveredinculding with 3mm thick plastic laminated sheet for mounting switches, scockets, regulator etc and including 1.5 Sqmm copper conductor PVC insulated and unsheathed multi stranded green cable as earth wire for one light point/fan point / buzzer point controlled by one switch complete all as specified and directed. (unit rate quoted including cutting chases wall/floor/pcc and making good the disturbed surface to match with the original. Nothing extra shall be paid on this account) |
| 104 | All as per item No 100.1 here-in-before but for one socket outlet 3 pin, 5 Amps on the same board complete all as specified and directed. |
| 105 | All as per item No 100.1 here-in-before but for one socket outlet 3 pin, 5 Amps on the independent board complete all as specified and directed. |
| 106 | All as per item No 100.1 here-in-before but for one socket outlet 3 pin, 15 Amps on independent board using cables of size 2.5 sq mm for phase & neutral and 2.5 sq mm as earth wire complete all as specified and directed. |
| 107 | Switch piano flush type, single pole, 230 volt one way , 5 Amps complete all as specified and directed. |
| 108 | Switch piano flush type, single pole, 230 volt one way , 15 Amps complete all as specified and directed. |
| 109 | Socket out let 2 in 1, 3 pin 5 Amps, ISI marked, 230 Volts complete all as specified and directed. |
| 110 | Socket out let 2 in 1, 5/15 Amps, ISI marked, 230 Volts complete all as specified and directed. |
| 111 | Stepped type electronic fan regulator piano flush Type complete all as specified and directed. |
| 112 | Ceiling rose 6 Amps three terminals complete all as specified and directed. |
| 113 | Lamp holder PVC insulated body with metal ringB22complete all as specified and directed. |
| 114 | Bulk head fitting in engineering plastic housing with clear prismatic diffuser 10 watt capacity complete all as specified and directed. |
| 115 | LED CRCA box type batten for T8 retrofit LED tube 20 watt with decorative end cap complete with and incl retrofit polycarbonate/glass tube 20 watt capacity 4 feet long & white light and incl connections from ceiling rose complete all as specified and directed. |
| 116 | LED CRCA box type batten for T8 retrofit LED tube 10 watt with decorative end cap complete with and incl retrofit polycarbonate/glass tube 10 watt capacity 2 feet long & white light and incl connections from ceiling rose complete all as specified and directed. |
| 117 | MCB TPN 40 to 100 A, 3 phase 415 volts , 10 KA, "C" Characteristicscomplete with proper copper thimble complete all as specified and directed. |
| 118 | TPN distribution board double door flush mounting with provisions for TPN MCBs incomer , 415 VOLTS & outgoing 6 way having IP 54 protection complete all as specified and directed. |
| 119 | MCB SP 6 to 32 Amps 240 Volts having braking capacity 10 KA "C" characterstic complete all as specified and directed. |
| 120 | Earthing complete with galvanized steel earth plate electrodesize 600x600x6.0mm thick buried directly in groundvertically in a pit of depth not less than 2.25 mtr below ground levels with top edge of the earth plate not less than 1.5 mtr below normal ground level surrounded from all sides by mixture of charcoal and common salt and electrode connected to and including galvanized earth lead 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanized including GI protection pipe light grade 15mm bore connected to main earth wire on pole light grade 15mm bore connected to main earth wire on poleor control board or main switch and GI pipe mediumgrade 20mm bore for watering funnel with wire mesh. CI cover with frame, PCC chamber pit with PCC 1:2:4 type B-1 20 mm graded stone aggregate excavation and earth work all as shown in electrical plate No 3 of MES Schedule part I of 2009 connected to earthing test point indicaed including testing on completion all specified & as directed.Note :The unit rate including for protection pipe and GI earth wire 4.00 mm dia from top to earth plate up to 7.5 meter. |
| 121 | Ceiling fans complete with blades, down rods and accessories 230 V, 1200 mm sweep, min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor(BLDC Regulator Contrcoller) complete all as specified and directed. |
| 122 | Exhaust fans made of sturdy engineering plastic complete with louvers shutter, 230 V, 50 Hz , 1200 RPM, Copper winding of sweep 250 mm complete all as specified and directed. |
| 123 | Electric water heater, storage type steel body with copper inner tank and heating element upto 2KW Capacity 25 Ltrs, BEE 5 Star rated complete with all accessories such as safety valve, thermostat, NRVetc complete all as specified and directed. |
| 124 | GI pipes 15mm bore ISI marked medium grade with all fittings like elbow, nipple, union, Tees, socket etccomplete fixed on floor, on wall surface for geyser inlet connection from tank outlet to geysers inlet and geysers outlet to bathroom tap/wash basin mixture connection with and including clamp etc complete all as specified and directed. Note. All pipeing work should be properly fixed on wall surface outside/inside the bathroom size ofclamp fastner grouted inwall with clamped to pipe & pipe fittings etc complete all as specified and directed. |
| 125 | PVC connection 450 mm long for cold/hot water heavy duty made out of double layer Nylon & wire fabric at pressure 6Kg/CM both side, CP brass 15mm bore coupling or nuts complete all as specified and directed. |
| 126 | Surface stop valve 15 mm bore heavy duty fancy type chromium plated high pressure with crutch or butterfly handle, screwed both end for iron pipe or for PVC connection onwall complete all as specified and directed. |
| 127 | Bib cock fancy type chromium plated with crutch or butterfly handle, screwed down , screwed for iron pipe or for brass ferrule and fixed suitable for 15 mm bore GI pipe/socket as directed. |
| 128 | EXTERNAL WATER SUPPLY WORKS |
| 129 | Ductile Iron pipe , S/S including specials, Class “K-7” ,80 mm (3”) diacomplete all as specified and directed by Engr-in-Charge |
| 130 | Ductile iron pipe fittings such as bends, tapers, tee pieces single branch, "Y" junction, collars, caps and plugs etc spigot socketed or flanged ends type of size upto 200 mm nominal bore conforming to IS-9520/2000 with pressure rating PN-1 (all the fittings shall be coated for rust prevention i.e. external coating zinc rich paint with finishing layer of bituminous as per Annexure - A of IS:9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure "B" of IS-9523/2000) complete all as specified and directed. Note : (i) Joint and jointing material shall be measured and paid separately (ii) Excavation and earth work shall be measured and paid for separately |
| 131 | Plain cement concrete type C-2 1:3:6 (40mm grade stone aggregate) including necessory form work forpipe supportcomplete all as specified and directed by Engr-in-Charge . |
| 132 | Galvanised Steel Tubes, Medium Grade, laid in trenches,with all fitting and fixtures such as bends,tees elbows, reducers, unions plugs & sockets etc,complete allas specifide and directed for the following sizes:Note: Excavation and earth work will shall be measured and paid separately under appropriate items of sch complete all as specified and directed. |
| 133 | All as per item No 129.01 here-in-before but size 20 mm bore complete all as specified and directed. |
| 134 | All as per item No 129.01 here-in-before but size 25 mm bore complete all as specified and directed. |
| 135 | All as per item No 129.01 here-in-before but size 50 mm bore complete all as specified and directed. |
| 136 | Valve chamberof size 1050 mm x 1050mm for housing water meter/sluice valves/gate valves including excavation earth work ,PCC foundation solid block masonary plastering in CM 1:4 and PCC 1:2:4 type B-1 for coping, 200 mm high all round and 3 mm thick MS cover with locking arrangement etc, complete all as specified and directed. |
| 137 | Gun metal, globe valves ,with iron wheel head, screwed both ends for iron pipe or for union, ISI marked complete all as specified and directed. |
| 138 | All as per item No 131.01 here-in-before but size 20 mm bore. |
| 139 | All as per item No 131.01 here-in-before but size 25 mm bore. |
| 140 | All as per item No 131.01 here-in-before but size 50 mm bore. |
| 141 | Cutting existing CI/DIwater main for inserataion of new CI/DItee 80 to 150 mmincluding joint & jointing material complete all as specified and directed. |
| 142 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation etc or for laying pipe lines and cables and getting out as in hard/dense soil complete all as specified and directed. |
| 143 | Returning filling in including spreading leveling, watering and well ramming in layer not exceeding 25 cm in hard/dense soil, complete all as specified and directed. |
| 144 | Removing excavated material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. |
| 145 | Sluice valve suitable for 80 mm bore pipe with flanged ends bonnet wedge stuffing box, gland thrust plate, hand wheel made out of grey CI conforming to IS780 spindle made out of stainless steel as per IS 6603class PN 1.0complete all as specified and directed. |
| 146 | All as per item No 136 here-in-before but 150 mm bore complete all as specified and directed. |
| 147 | SEWAGE DISPOSAL WORKS |
| 148 | Excavation in trenches nexc 1.5m wide and n.exc 1.5m in depth for foundation, etc of for foot path, etc n.exc 10Sqm on plan and n.exc 1.5Sqm in depth and geeting out in hard and dense soil complete all as specified and directed. |
| 149 | PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate), concrete bed to drainpipes of 150mm bore pipe incluiding packing under and hunching against the sides of the pipe after they are laid and testedcomplete all as specified and directed. |
| 150 | Returning filling including spreading and levelling in layers n.exc 25cm thick complete all as specified and directed. |
| 151 | Removing excavation material (soil) from site exc 250m but n.exc 500m and depositing where directed complete all as specfied and directed. |
| 152 | 150mm dia salt glazed stoneware grade "A" drain pipes laid in trenches and jointed complete all as specified and as directed. |
| 153 | Construction of septic tanks for 25 users single compartment including excavation in hard/ dense soil, PCC 1:2:4 type B2 as in foundation, brick work cement mortar1:4 RCC Slabcover (M-25 design mix) including CI man holes cover (HD)vent shaft and sludge chamber, returninig filling and disposal of surplus soil upto 50 mtrs in complete all as specifiedand shown in drg No STD-1320 (C) Sheet No 1/3 to 3/3 dated 25 Jun 2018. |
| 154 | Consturction of soakage well 2.4 mtr dia and 3 mtr deep including excavation in hard/ dense soil, PCC 1:3:6 as in foundation, wallof honey combed and solid brick work in CM 1:4 RCC Slabcover (M-25 design mix) filling with brick bats complete all as specifiedand shown in drg No STD-1173(C) Sheet No 1R/2 to 2R/2 dated 25 Jun 2018. |
| 155 | Brick work with fly ash ‘B’ bricks in CM 1:4 straight or curved on plan exc 6mtr mean radious complete all as specified and directed. |
| 156 | Precast cement concrete 1:2:4 type B-1 using 20 mm graded stone agg as in cover slab for manhole and partitionetc set in CM 1:6 incl use and waste of form work complete all as specified and directed. |
| 157 | 15mm thick rendering on fair faces of brick masonry or concrete surfaces of wall in CM (1:4), finished even and fair without using extra cement complete all as specified and directed |
| 158 | Plain cement concretetypeB-1 (1:2:4) using 12.5 mm graded aggregate, as in coping or similar work including necessary formwork complete all as specified and directed by Engr-in-Charge |
| 159 | TMT Bars 6 to 8 mm diacut to length, bent to shape required, including cranking, binding spirally for hooping for columns, hooking ends & binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed. |
| 160 | BOUNDARY WALL WORK |
| 161 | Excavation in trenches n exc 1.5m wide and n exc 1.5mtr depth for fdn etc or shaftsand getting out hard/dense soil complete all as specified and directed. |
| 162 | Returning filling in,including spreading,levelling,watering and well ramming in layers n exc 25cm in soil complete all as specified and directed. |
| 163 | Removing excavated soil n.exc 50mtr and depositing where directed at a level n exc 1.5 mtr above the starting point complete all as specified and directed. |
| 164 | PCC 1:4:8 type D-2 (40 mm gradded) stone aggregate as in fdn filling and mass concrete complete all as specified and directed. |
| 165 | Brick work with fly ash bricks straight or curved on plan exc 6 metre mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 166 | PCC 1:2:4 using 20 mm graded stone aggregate as in copping with necessary formwork required, complete all as specified and directed. |
| 167 | 15mm thick renderingin CM (1:4) onfair faces of brick work finished even and fair without using extra cement complete all as specified and directed. |
| 168 | Preparation of new plasteredsurfaces and applying two coat of cement base paint complete all as specified and directed. |
| 169 | Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing of any type of standard rails straining bolts , including securing or tying at crossing with provision of galvanised mild steel wire, stapleor steel pins etc as directed(each line wire to be measured) complete all as specified and directed |
| 170 | Anglefor posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe- 290 Gde E-165 complete all as specified and directed |
| 171 | Two coats of synthetic enameled paint on steel and iron surfaces over one coat of red oxide primer on surfaces over 10 cm width or girth including preparation of new surfaces complete all as specified & directed. |
| 172 | RCC (nominal mix) Type B-1 1:2:4 (20 mm graded stone aggregate) as in columns, pillars, piers, posts and strutscomplete all as specified and directed |
| 173 | Precast RCC type B-1 (using 20 mm graded stone aggregate) as in posts of size 100X100X750 mm between RCC jalli fixed on boundary wall incl cutting holes in to bricks walls and embedding the post hole inPCC 1:2:4 type B-O complete all as specified and directed. |
| 174 | Precastcement concrete 25 mm thick RCC jalli (measured solid ) incl all mouldings but exciuding frame set in cement mortar 1:4 complete all as specified and directed. |
| 175 | AREA DRAINAGE WORK |
| 176 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for fdn etc and getting out in hard/dense soil complete all as specified and directed. |
| 177 | PCC 1:4:8 type D2 (40 mm graded stone aggregate) as in fdn of manholesor mass concrete complete all as specified and directed. |
| 178 | Brick work with fly ash bricks, straight or curved on plan. exc. 6 m mean radius built in CM 1:6 complete all as specified and directed. |
| 179 | PCC 1:2:4 type B-2 (40 mm graded stone aggregate) as in surface channel and drain complete all as specified and directed. |
| 180 | 15 mm thick rendering in CM 1:4on fair faces of brick work or concrete surface including finished even and fair using extra cement complete all as specified and directed. . |
| 181 | PCC 1:2:4 type B1 (20 mm graded stone aggregate ) as in coping etc complete all as specified and directed. |
| 182 | Returning filling in, including spreading, leveling , watering and well ramming in layers not exc 25 cm each complete all as specified and directed. |
| 183 | Removing surplus excavated material not exc 50 m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 184 | PATH WORK |
| 185 | Surface excavation n exc 30 cm deep and averaging 15cm deep and getting out hard / dense soil complete all as specified and directed. |
| 186 | Plain cement concrete 1:4:8 type D-2 (using 40mm gradedstone aggregate) as in foundation, sub base flooring, filling and mass concrete complete all as specified & directed. |
| 187 | Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 188 | Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with Grey cement and no pigment complete all as specified and directed. |
| 189 | Plain cement concrete type B-1 1:2:4 (using 20mm gradedstone aggregate) as in seismicand other similar bands, shelves, copings, bed plates, hold fast, roof kerb over mud stops, plinth courses and the like finished fair & even, including necessary formwork complete all as specified and directed. |
| 190 | Removal of excavated material to distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point in soil, complete all as specified and directed. |
| 191 | EXTERNAL ELECTRIC SUPPLYWORKS |
| 192 | Excavation in trenches for foundation of poles, stays or for laying of cables not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth and getting out in hard/dense soil complete all as specified and directed. |
| 193 | Returning, filling in including spreading, leveling,watering and well ramming in layers n.exc. 25 cm in hard/dense soil complete all as specified and directed. |
| 194 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting pointcomplete all as specified and directed. |
| 195 | Sub class "B" bricks laid breadth wise along length of cable in trenches for cable protection laid for UG Cable protection complete all as specified and directed. |
| 196 | Sand cushioning for protection of cable (below, above and around the cable laid in trenches) complete all as specified and directed. (only punned thickness shall be measured) |
| 197 | Cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 25 sqmm 4 core complete all as specified and directed. |
| 198 | GI tubing, light grade, with fittings and MS clamps, nuts, bolts etc of 40mm dia bore for cable protection on pole/wall, road corssing/drainage/footpath/hard ground alongwith PCC work making the disturbed surface as per existing surface complete all as specified and directed. |
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