Military Engineer Services-MES has published Repair To Roof Leakage Toilets Sanitary Fittings And Allied Works In Airmen Billet No P 297 And P 207 In Akash Vihar At Af Station Suratgarh. Submission Date for this Tender is 13-01-2020. Shed Construction Tenders in GE (AF) SURATGARH Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: REPAIR TO ROOF LEAKAGE, TOILETS, SANITARY FITTINGS AND ALLIED WORKS IN AIRMEN BILLET NO P-297AND P-207 IN AKASH VIHAR AT AF STATION SURATGARH | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0.01 | BOQ (REPAIR TO ROOF LEAKAGE, TOILETS, SANITARY FITTINGS AND ALLIED WORKS IN AIRMEN BILLET NO P-297AND P-207 IN AKASH VIHAR AT AF STATION SURATGARH ) | |||
| 2 | 1 | Demolition of brick work or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches , pillars etc & removing debries out of MoD land, complete all as specified and directed by the Engineer-in-Charge. | 8 | Cubic Metre | |
| 3 | 2 | Brick work with fly ash bricks, straight or curved on plan not exc 6m mean raidus built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge. | 6 | Cubic Metre | |
| 4 | 3 | Brickwork with sub class 'B' bricks , straight or curved on plan not exc 6m mean raidus (except brick) built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge. \nNote: Servicable bricks retrived from serial item no.01 above shall be used after proper cleaning and washing of old bricks. | 2 | Cubic Metre | |
| 5 | 4 | Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sqm each and making good the disturbed Surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge. | 78 | Each | |
| 6 | 5 | Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sqm but not exceeding 4.00 Sqm each, and making good the disturbed Surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge. | 12 | Each | |
| 7 | 6 | Taking down shutters of any description exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge. | 10 | Each Leaf | |
| 8 | 7 | 1.25 mm thick pressed steel frames of size 105 x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges (mild steel butt hinges medium weight, cold rolled, 100 mm, ISI marked), lock strike plate, etc., with and including back filling with PCC (1:3:6), type C-0 , complete all as specified and directed by Engineer-in-Charge. | 150 | Running Metre | |
| 9 | 8 | Factory made 35 mm thick (Batten thickness) plain, framed, paneled shutters( two number No of panels) with panels of timber flat on both sides (feather edges) with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces and size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated, complete all as specified and directed by the Engineer in Charge. | 48 | Square Metre | |
| 10 | 9 | 35 mm thick (Batten thickness) 2nd class hardwood (Shisham) skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, wire cloth etc., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24(a), complete all as specified and directed by the Engineer in Charge. | 17 | Square Metre | |
| 11 | 10 | Aluminium handles cast type anodised of 150mm size, complete all as specified and directed by Engineer-in-Charge. | 140 | Each | |
| 12 | 11 | Continuous (piano) hinges, brass, bright finish, 40 mm wide flap (when open), fixed as in repairs, complete all as specified and directed by Engineer-in-charge. | 20 | Running Metre | |
| 13 | 12 | Aluminum anodizes barrel tower bolts of extuded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge | 140 | Each | |
| 14 | 13 | Aluminum alloy, anodized, sliding door bolt (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge | 30 | Each | |
| 15 | 14 | Aluminium anodised hasp and staple safety type of size 150 mm with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed. | 20 | Each | |
| 16 | 15 | Factory made top hung box type steel section ventilators, fixed type with glazing bars and with one shop coat of zinc chromate primer,complete all as specified and directed by the Engineer in Charge. | 8.75 | Square Metre | |
| 17 | 16 | Factory made steel windows box type with side hung shutter fabricated out of cold reduced low carben steel sheet of designation CR2, grade D as per IS 513:2008 including following components/specification, complete all as specified and directed by Engineer-in-charge.\n(i) Two leaf glazed shutter and two leaf gauged (fly profing) shutter.\n(ii) Opening of windows exceeding 0.90 Sqm but not exceeding 1.50 Sqm .\n(iii) Pressed steel window frame double rebate.\n(iv) Grill of 10 mm MS square bars @150 mm c/c (vertical spacing) through out outer frame to outer frame.\n(v) M S box hinges, stay,latch, handle, Tower bolt.\n(vi) Flat iron for hold fasts and fillets for fixing wire mesh.\n(vii) All section made of CRLCS sheet 1.25 mm thickness for outer frame/mullion/transomsand.1.00 mm thickness for shutter frame .Size/shape of all section as specified in drawing.\nNote: Supply & fixing of sheet glass and wire mesh shall be measured and paid separately. | 16.2 | Square Metre | |
| 18 | 17 | Hacking out old broken glass (any thickness, size, quality or description) from metal frames including punching or drilling our glazing pins / spring clips providing and fixing new one , complete all as specified and directed by Engineer-in-Charge. | 50 | Square Metre | |
| 19 | 18 | Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, complete all as specified and directed by the Engineer in charge. | 60 | Square Metre | |
| 20 | 19 | Figured glass 3 mm thick, ordinary quality pin type and glazing with oil putty not exceeding 0.5 Sq. m in each pane, complete all as specified and directed by the Engineer in Charge. | 6 | Square Metre | |
| 21 | 20 | Galvanised mild steel wire cloth, 0.56 mm nominal dia of wire & average width of aperture 1.18mm & fixed with tinned tacks, or galvanised wire staples, complete all as specified and directed by Engineer-in-Charge. | 25 | Square Metre | |
| 22 | 21 | Galvanised mild steel wire cloth, 0.56 mm nominal dia of wire & average width of aperture 1.18mm & fixed with tinned tacks, or galvanised wire staples, fixed as in repair, complete all as specified and directed by Engineer-in-Charge. | 30 | Square Metre | |
| 23 | 22 | Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing on Page 160 of SSR Pt-II ,complete all as specified and directed by the Engineer in Charge. | 102 | Running Metre | |
| 24 | 23 | Factory made moulded panel PVC Door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail,lock rail and bottom rail on either side as gap insert for top rails, bottom rail,panelling of plain colour PVC sheet to be fitting in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, supply & fixing in the frame at site as per specification and drawing on Page No 156 of SSR Part-II Rates,complete all as specified and directed by the Engineer in Charge. | 33.6 | Square Metre | |
| 25 | 24 | Butt hinges medium weight stainless steel of 100 mm size and fixed, complete all as specified and directed by the Engineer in Charge. | 210 | Each | |
| 26 | 25 | Magnet catcher suitable for cupboad shutter complete all as specified and directed by Engineer-in-charge. | 60 | Each | |
| 27 | 26 | Rubber beading of size 40mm wide 4mm thick for aluminium / wooden door seal fixed to door shutter with nails as in repair all as specified. | 200 | Running Metre | |
| 28 | 27 | Plain Aluminium sheeting Alloy 0.71mm thick in stepped flashing (measured as the minimum rectangle from which the pieces can be cut), fixed as in repair, complete all as specified and directed by the Engineer in Charge. | 30 | Square Metre | |
| 29 | 28 | Taking down cement plaster on brick walls or stone wall including raking out joints, hacking for key, scrubbing down with water etc., any description, including removal of rubbish in low lying area ,complete all as specified and directed by the Engineer in Charge. | 1200 | Square Metre | |
| 30 | 29 | Rendering 10mm thick on fair faces of brick work or concrete surface in CM 1:3 incl finished the surface even and smooth without using extra cement for work in isolated widths or in widths not forming part of general plastering such as bands, cornices, drip moulds, roof projection, upward or downward facia, chajja and similar work, complete all as specified and directed by Engineer-in-Charge. | 150 | Square Metre | |
| 31 | 30 | Rendering 15 mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 finished the surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. | 300 | Square Metre | |
| 32 | 31 | Rendering 10 mm thick on RCC ceiling surfaces in cement mortar 1:3 and finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. | 250 | Square Metre | |
| 33 | 32 | Rendering 15 mm thick in two coats on fair faces of brick work or concrete surfaces. First coat 10 mm thick in cement morter 1:6 and second coat 5mm thick in cement morter 1:4 mixed with water proofing compound finished even and smooth without using extra cement, , complete all as specified and directed by Engineer-in-Charge. Note :- supply only water proffing compound shall be measured separetely. | 500 | Square Metre | |
| 34 | 33 | Preparation of new plastered or unplastered surfaces of ceiling surfaces of any descriptions and applying three coats of white wash, complete all as specified and directed by Engineer-in-Charge. | 400 | Square Metre | |
| 35 | 34 | Preparing newly plastered or previously untreated walls surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and directed. | 300 | Square Metre | |
| 36 | 35 | Preparation of new plastered or unplastered wall surfaces of any description and applying two coats of oil bound distemper over a coat of Chalk whitening primer, complete all as specified and directed by the Engineer-in-Charge | 300 | Square Metre | |
| 37 | 36 | Complete removal of existing treatment from internal surfaces of walls by wire brushes and stopping of surfaces and levelling / edging the disturbed places / edges where ever required by using necessary filling compound of Birla / JK wall care putty to obtain smooth regular / even finish using sand paper, complete all as specified and directed by the Engineer-in-Charge. | 600 | Square Metre | |
| 38 | 37 | Preparation of new plastered wall surfaces and applying two coats of exterior acrylic emulsion paint overand including one coat of primer(antifungal) (in camouflage pattern using number of colours) , complete all as specified and directed by the Engineer-in-Charge.\nNote : Pattern of camouflage shall be approved by GE.\n | 500 | Square Metre | |
| 39 | 38 | Preparation of old surfaces of wall including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc. and applying two coats of exterior acrylic emulsion paint (antifungal) (in Sigma pattern using number of colours), complete all as specified and directed by the Engineer-in-Charge.\n | 1200 | Square Metre | |
| 40 | 39 | Preparation of old surfaces of wall including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc. and applying two coat of oil bound distemper, complete all as specified and directed by Engineer –in-Charge. | 1200 | Square Metre | |
| 41 | 40 | Mild steel framed work such as grills, gratings etc. with ends of bars shouldered and / or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, frame work of water tanks and similar work con- forming to Fe.290.Gde-E-165, complete all as specified and directed by Engineer-in-Charge | 60 | Kilogram | |
| 42 | 41 | Preparing new steel surface of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. | 60 | Square Metre | |
| 43 | 42 | Preparation of new wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying two coats of synthetic enamel paint over one coat of pink primer , complete all as specified and directed by Engineer-in-charge. | 40 | Square Metre | |
| 44 | 43 | Preparation of old steel or iron surfaces of any description, exceeding 10 cm width or girth of any description and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. | 25 | Square Metre | |
| 45 | 44 | Preparation of old wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. | 250 | Square Metre | |
| 46 | 45 | Demolition of cement concrete (unreinforced) in ground floors and paving not exc. 15 cm thickness (below or above ground level), including removal of rubbish in low lying area, complete all as specified and directed by the Engineer in Charge. | 9 | Cubic Metre | |
| 47 | 46 | 75 mm thick, plain cement concrete 1:3:6, type C-1, using 20 mm graded mechanically crushed stone aggregates, laid in 1:30 slope as in plinth protection , surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer in Charge. \nNote: \n(i) Plinth protection shall be laid to slope (1 in 30) in alternate bays not exceeding 3 mtr in length with joint of 6mm wide and 10mm deep shall be provide along the wall and bays and shall be filled with sealing compound grade 'B'.\n(ii) Cost of sealing compound is included in the unit rate of the item.\n | 60 | Square Metre | |
| 48 | 47 | Demolition of cement concrete (reinforced) of any description and in any position, complete all as specified and directed by the Engineer in Charge. | 5 | Cubic Metre | |
| 49 | 48 | Reinforced cement concrete 1:1.5:3 type A-1 (nominal Mix) using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and like, complete all as specified and directed by the Engineer in Charge. | 3 | Cubic Metre | |
| 50 | 49 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works not exc. 200 mm thick horizontal or slopping in rough finished flat surface of concrete complete all as specified and directed. | 50 | Square Metre | |
| 51 | 50 | Precast reinforcement cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate in man holes covers slabs/Shelves as in slabs supported on walls, beams and columns, in floors, roofs, landings, deck slabs and in shelves and like including necessary form work, complete all as specified and directed by Engineer-in-Charge. | 2 | Cubic Metre | |
| 52 | 51 | Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to Fe-410-S, complete all as specified and directed by Engineer-in-Charge. | 120 | Kilogram | |
| 53 | 52 | Mild steel TMT bars 6 to 8 mm dia and over cut to length bent shape as required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to Fe-410-S, complete all as specified and directed by Engineer-in-Charge. | 300 | Kilogram | |
| 54 | 53 | Dismantling floor, hearth or wall tilling including cement morter bedding (but not backing) and removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed by Engineer-in-Charge | 220 | Square Metre | |
| 55 | 54 | First quality glazed ceramic coloured tiles of (350x250mm) x 7 to 8 mm (450x300mm) x 7 to 8 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. | 80 | Square Metre | |
| 56 | 55 | First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sq.m but not exceeding 0.11 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white cement with pigment to match the shade of tiles, complete all as specified and directed by the Engineer in charge. | 60 | Square Metre | |
| 57 | 56 | First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer in charge. | 80 | Square Metre | |
| 58 | 57 | Demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar, complete all as specified and as directed by Engineer-in-Charge. | 3 | Ten Square Metre | |
| 59 | 58 | Udaipur green stone, 14-16 mm thick, work (table rubbed and polished) in steps, windows cills, 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 over and including screed bed of 15 mm thick in cement mortar 1:4, complete all as specified and directed by the Engineer in Charge. | 30 | Square Metre | |
| 60 | 59 | Curtain rail fancy type of size 25mm dia stain less steel chromium plated, with fixing brackets, knobs, stops, rollers to fix on wall etc including making good as per existing surfaces, fixed as in repair, complete all as specified and directed by Engineer –in-Charge. | 200 | Running Metre | |
| 61 | 60 | Vitreous China wash down water closet (pedestal pattern), white (excluding fixing bolts flushing cistern and flush pipe) including plastic seat cover white and mild steel chromium plated aluminum hinging devices, connected to drains outlet, fixed as in repairs,complete all as specified and directed by the Engineer in Charge. | 12 | Each | |
| 62 | 61 | Aluminium anodised tubular towel rail 'D' type of 20 mm dia, 60 cm long between flanges, including one pair of fixing brackets fixed as in repair ,complete all as specified and directed by Engineer –in-Charge. | 30 | Each | |
| 63 | 62 | Vitreous china squatting pan Orissa pattern size 580x440mm white with integral foot rest (exclusive flusing cistern& flush pipe) including cast iron 'P' or 'S' trap of 100 mm bore pipe fixed in PCC 1:2:4 type B-2 and necessary lime concrete, fixed as in repairs, including making good the surface to match with existing floor finish fixed as in repair, complete all as specified and directed by the Engineer in Charge. \nMake :- CERA/HINDWARE/PARYWARE. | 12 | Each | |
| 64 | 63 | Hand Shower (health Faucet) ABS ,chromium plated with 8mm dia one metre long flexible tube and wall hook fixed in repair , complete all as specified and directed by the Engineer - in - Charge. Make - Jaquar CAT NO: ALD -573 or equivalent of MARC/GEM /PRIMA/ESS ESS . | 12 | Each | |
| 65 | 64 | PVC valveless, syphonic action type flushing cisterns 10 ltrs capacity, low level, white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level fixed in repair, complete all as specified and directed by the Engineer in -Charge | 40 | Each | |
| 66 | 65 | MDF board interior grade, 18 / 19 mm thick commetial type fixed with screws to timber frame as in cabinet, cupboards, shutters, shelves, pelmet etc. including fixing 18 mm wide 5 mm thick beading of Ist class HW (Teak) all around with and including 0.82mm thick decorative laminators, "Mica" type 1 of surface finished, colour and pattern as approved fixed with approved adhesive as per manufacture's instructions including taking down old unserviciable board of any description, complete all as specified and directed by Engineer-in-charge. | 30 | Square Metre | |
| 67 | 66 | Stop valve 15 mm dia cast copper alloy, angular decorative fancy type chromium plated, screwed down high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repair , complete all as specified and directed by Engineer-in-Charge. \n | 30 | Each | |
| 68 | 67 | PVC connection of PTMT ,non corrosive with nuts and washers on both ends, 600mm long suitable for 15 mm bore fixed in repair, complete all as specified and directed by the Engineer in -Charge | 80 | Each | |
| 69 | 68 | Chromium plated brass shower rose 125 mm bore of rim with swivel joint fixed as in repairs ,fancy type suitable for 15 mm bore pipe including shower arm chromium plated 15 mm dia, 195 mm long with bend of 45 degree including fixing to steel pipe or union, complete all as specified and directed by Engineer-in-Charge | 30 | Each | |
| 70 | 69 | Looking mirror of 5 mm thick of selected quality, glass mounted on wall, fixed with wooden plugs with chromium plated brass screws and cup washers, fixed in repair, complete all as directed by the Engineer in Charge. | 40 | Square Metre | |
| 71 | 70 | Wash hand basins, snow white vitreous china, counter oval type of size 555x25x195 mm including CP waster coupling, 32mm dia HDPE waste pipe, fixed as in repair, complete all as specified and directed by the Engineer in Charge. \nMake :- CERA COLEMAN wash basin cat No 7750, Jaguar waste coupling code FLS WHT 5701 or equivalent. | 20 | Each | |
| 72 | 71 | Vitreous China Half stall type urinals, white, with geating and union for discharge pipe complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe. (excluding of fixing supply pipe, flushing cistern, flush pipe, trap and waste pipe), fixed as in repair, complete all as specified and directed. | 12 | Each | |
| 73 | 72 | Vitreous china urinal partition white of size 310x700 mm, fixed as in repair, complete all as specified and directed. | 12 | Each | |
| 74 | 73 | Bib taps fancy type chromium plated ,15 mm cast copper alloy with crutch handle or butter fly handle screwed down , screwed for iron pipe and fixed as in repair, complete all as specified and directed by the Engineer in Charge. | 50 | Each | |
| 75 | 74 | Pillar taps, 15 mm bore cast copper alloy chromium plated fancy type, with capstan heads, screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe fixed as in repair, complete all as specified and directed by the Engineer in Charge. | 30 | Each | |
| 76 | 75 | Stop valve 15 mm dia cast copper alloy, fancy type chromium plated with long shank and cup (concealed type), screwed down high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repair , complete all as specified and directed by Engineer-in-Charge. \n | 40 | Each | |
| 77 | 76 | Gun metal, globe or gate valve screwed down high pressure, heavy duty (ISI marked), with iron wheel head, screwed both ends for iron pipe or for unions suitable for 20 mm bore pipe, fixed in repairs, complete all as specified and as directed by Engineer-in-Charge. | 40 | Each | |
| 78 | 77 | Soap dish, chromium plated fixed as in repair, complete all as specified and directed by the Engineer-in-Charge. Make -Jaquar / MARC/GEM /PRIMA/ESS ESS . | 30 | Each | |
| 79 | 78 | Dismantling of Cast Iron or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, floors / walls if required upto 100mm internal dia of pipe complete all as specified and directed. | 150 | Running Metre | |
| 80 | 79 | 100 mm bore Cast Iron soil, waste and vent pipe, sand cast pipe, in any length, with or without ears, with cement joints in cement sand mortar 1:1 with spun yarn fixed to walls complete all as specified and directed. | 90 | Running Metre | |
| 81 | 80 | 75 mm bore Cast Iron soil, waste and vent pipe, sand cast pipe, in any length, with or without ears, with cement joints in cement sand mortar 1:1 with spun yarn fixed to walls complete all as specified and directed. | 60 | Running Metre | |
| 82 | 81 | 100 mm bore Cast Iron bend (any radius), diminishing piece or taper (larger bore measured) fixed as in repair, complete all as specified and directed. | 30 | Each | |
| 83 | 82 | 75 mm bore Cast Iron bend (any radius), diminishing piece or taper (larger bore measured) fixed as in repair, complete all as specified and directed. | 25 | Each | |
| 84 | 83 | 75 mm bore Cast Iron single ‘Y’ junction for drain pipes, fixed as in repair, complete all as specified and directed. | 12 | Each | |
| 85 | 84 | 100 mm bore Cast Iron single ‘Y’ junction for drain pipes, fixed as in repair, complete all as specified and directed. | 20 | Each | |
| 86 | 85 | 100 mm bore Cast Iron Cowls, fixed as in repair, complete all as specified and directed. | 20 | Each | |
| 87 | 86 | Cast Iron nahani trap / floor trap of size 75mm with grating including jointing to waste pipe fixed in cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) fixed as in repair, complete all as specified and directed by the Engineer in Charge. | 25 | Each | |
| 88 | 87 | Grating round 100mm size of stainless steel CP with or without hole fixed in repair, complete all as specified and directed by the Engineer in -Charge. | 60 | Each | |
| 89 | 88 | PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets, fixed in repair complete all as specified and directed by Engineer-in-Charge. | 90 | Running Metre | |
| 90 | 89 | PVC (SWR) bends any radius 110mm bore, fixed in repair complete all as specified and directed by Engineer-in-Charge. | 30 | Each | |
| 91 | 90 | 32mm bore high density polythelene pipes (HDPE) of pressure rating 10 Kg/Sqcm in any length laid in floor or trenches complete all as specified and directed by Engineer-in-Charge. | 60 | Running Metre | |
| 92 | 91 | Cutting chases, pinning in, making good to facing where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, lintels, shelves etc, and cutting chases for concealed water tubing or concealed conduit wiring etc, not exc 10 cm girth complete all as specified and directed by the Engineer in Charge. | 40 | Running Metre | |
| 93 | 92 | Taking up or down 15 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed by the Engineer in Charge. | 120 | Running Metre | |
| 94 | 93 | Taking up or down 20 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed by the Engineer in Charge. | 180 | Running Metre | |
| 95 | 94 | Steel water tubes, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, complete all as specified and directed by the Engineer in Charge. | 100 | Running Metre | |
| 96 | 95 | Steel water tubes, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, complete all as specified and directed by the Engineer in Charge. | 150 | Running Metre | |
| 97 | 96 | Re-fixing steel water tubing of 15 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling, complete all as specified. | 20 | Running Metre | |
| 98 | 97 | Re-fixing steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling, complete all as specified. | 30 | Running Metre | |
| 99 | 98 | Dismantling existing water storage tanks exc 501 litres but n.exc 1000 litres capacity by disconnecting existing water connection and removal from site , complete all as specified and directed by Engineer-in-Charge | 4 | Each | |
| 100 | 99 | Rotational moulded PVC, double layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve , complete all as specified and directed by Engineer –in-Charge. | 4 | Each | |
| 101 | 100 | Ball valve of 20mm bore high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight 210 gms) & fixed in repairs , complete all as specified and directed by Engineer-in-Charge. | 30 | Each | |
| 102 | 101 | Helical door springs of size 150mm including roller and rollar plate, fixed including welding / fixing to steel / wooden chowkats, fixed as in repair, complete all as specified and directed by Engineer-in-Charge. | 12 | Each | |
| 103 | 102 | Dismantling brick tiles or terracing tiles, single layer on roof , complete all as specified and directed by Engineer-in-Charge. | 450 | Square Metre | |
| 104 | 103 | Plain cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) as in padding on depression of roof finished even & fair, complete all as specified and directed by Engineer-in-Charge | 64 | Cubic Metre | |
| 105 | 104 | Water proofing treatment consisting evenly applied primer coat @ 0.30 litre/ Square metre on surfaces, overlaps, joints etc and a layer of APP polymer 3mm thick even membrane weight not less than 3.60 Kg/Square metre duly sealed at over laps joints with flame (complete by torch application) all as per manufacturer's instructions, over and including 10 mm thick screed bed of cement mortar (1:3) mixed with and including liquid water proofing compound @ 2% by weight of cement including taking down old existing WPT and PCC pading or plaster, complete all as specified and directed by Engineer-in-Charge. Note:-\n(i) Contractor will be permitted to use materials \nprocured from any one of the manufacturer mentioned as specified in PS clause. However the materials for the entire work shall be of from one manufacturer only. | 450 | Square Metre | |
| 106 | 105 | 40 mm thick brick tiles laid onmud mortar and jointed and grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement on mud phuska , complete all as specified and directed by the Engineer in Charge. | 50 | Square Metre | |
| 107 | 106 | All as per serial item No 105 here-in-before but except brick tiles, complete all as specified and directed by the Engineer in Charge.\nNote: Servicable Tiles retrived from serial item No 102 above shall be used after proper cleaning and washing of old tiles. | 400 | Square Metre | |
| 108 | 107 | Racking out joints / pointing to brick work in walls or to brick on edges in floor, surface channel, roof etc. built in cement mortar or cement lime mortar complete all as specifiefd and directed. | 60 | Ten Square Metre | |
| 109 | 108 | Flush pointing to bricks on edge, bricks laid flat or brick tiles in pavings / roofs in cement mortar 1:3 complete all as specified and directed. | 60 | Ten Square Metre | |
| 110 | 109 | Roughening the surface of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc. complete all as specified and directed. | 60 | Square Metre | |
| 111 | 110 | Rendering 15 mm thick to side and bottom of sunken slab in cement mortar 1:3 with water proofing compound, finished the surface even and smooth with using extra cement, complete all as specified and directed by Engineer-in-Charge. \nNote : WPC shall be measured and paid separately. | 60 | Square Metre | |
| 112 | 111 | Plain cement concrete 1:2:4 type B-0 (12.5mm graded stone aggregate) as in sunken floor, 30 mm thick, finished even and fair, complete all as specified and directed by Engineer-in-Charge | 60 | Square Metre | |
| 113 | 112 | Steel water tubes, 40 mm bore light grade, galvanized as in spout pipe, as in repair, complete all as specified and directed by the Engineer in Charge. | 40 | Running Metre | |
| 114 | 113 | Preparation of new plastered or unplastered surfaces of sunken slab of any descriptions applying evenly a tack coat of industrial bitumen 85 / 25 @ 1.20 Kg per Sqm over vertical surfaces and sunken slab including cleaning of surface complete all as specified & directed. | 60 | Square Metre | |
| 115 | 114 | Plain cement concrete, 1:7:11 type F-2 (using 40 mm graded stone aggregate) as in filling of sunken slab and mass concrete complete all as specified and directed. | 5 | Cubic Metre | |
| 116 | 115 | Supply only integral water proofing compound complete all as specified. | 80 | Kilogram | |
| 117 | 116 | Plain cement concrete, 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed. | 2 | Cubic Metre | |
| 118 | 117 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre deep in soft/loose soil for foundations etc. or for cesspits etc. or for manholes not exc. 10 Sq. m on plan and not exc. 1.5 metre in depth or for shiftling existing sewage lines and getting out, complete all as specified and directed by the Engineer-in-Charge. | 60 | Cubic Metre | |
| 119 | 118 | Dismantling of SGSW drain pipes upto 200mm dia, with PCC haunching jointed in cement mortar and taking out of trenches if required and removal of existing sludge, complete all as specified and directed by the Engineer-in-Charge. | 250 | Running Metre | |
| 120 | 119 | Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of size upto 200 mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge. | 250 | Running Metre | |
| 121 | 120 | Double wall corrugated drain pipe, DWCPE (SN8) 180 mm outer diameter an 163 mm inner diameter (ISI marked) laid in trenches including jointing as per manufacture's instructioncomplete all as specified and directed by the Engineer in Charge. | 150 | Running Metre | |
| 122 | 121 | Double wall corrugated drain pipe, DWCPE (SN8) 200 mm outer diameter an 175 mm inner diameter (ISI marked) laid in trenches including jointing as per manufacture's instruction complete all as specified and directed by the Engineer in Charge. | 100 | Running Metre | |
| 123 | 122 | Cutting into existing manholes for connecting new drain of size upto 200mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed by the Engineer in Charge. | 12 | Each | |
| 124 | 123 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick, in soft/loose soil, complete all as specified and directed by the Engineer-in-Charge. | 50 | Cubic Metre | |
| 125 | 124 | Removing excavated material to distance exceeding 50 metre but not exceeding 100 metre and depositing where directed at level not exceeding 1.5 metre above the starting point in soil, complete all as specified and directed by the Engineer-in-Charge. | 10 | Cubic Metre | |
| 126 | 125 | Preparation of old surfaces of wall including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc. and applying one coat of white wash, complete all as specified and directed by Engineer –in-Charge. | 1000 | Square Metre | |
| 127 | 126 | Preparation of old surfaces of ceiling including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc. and applying one coat of white wash, complete all as specified and directed by Engineer –in-Charge. | 500 | Square Metre | |
| 128 | 127 | Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 15 of tender documents. |
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