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| 1 | SCHEDULE A BOQ |
| 2 | M&L Vitrified Ceramic tiles 10 mm thick, lightshade (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over andincluding screed bed or bedding layer, 15 mm thick in Cement Mortar 1:6complete including Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. |
| 3 | M&L Vitrified Ceramic tiles 10 mm thick, lightshade (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in vertcal surfaces such as skirting/ dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over andincluding screed bed or bedding layer ,15 mm thick in Cement Mortar 1:6complete Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises all as specified and as directed. |
| 4 | Note for item No 2 & 3 :- (i) Vitrified tiles are classified under group B1a of the international Standard for ceramic tiles ISO: 13006. Tiles shall be hard, dense, impervious and frost resistant. Water absorption of tiles shall be less than 0.5% and flexural strength (Modulus of Rupture) shall be more than 35 N/Sqmm. (ii) The manufacturer\"s test certificate andindividual test certificateof Tilesmust be submitted for approval by the concerned authority prior to installation. |
| 5 | M&L Glazed ceramic coloured tiles 450 x 300 mm x 7/8 mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match with tiles on vertical surface such as dadoincluding 10mm thick 1:3 backingcoat including taking down existing tile and removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. |
| 6 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises andJoint free Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile of sizeexc 0.09 Sqm but n exc 0.18 Sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incuding screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar (1:4) complete all as directed.Note for item No 5 :- The manufacturer\"s test certificate of Tilesmust be submitted for approval by the concerned authority prior to installation.Note :- The manufacturer\"s test certificate of Tilesmust be submitted for approval by the concerned authority prior to installation. |
| 7 | M&L Granite work(of any type) 18 to 20mm thick(table rubbed and polished including round edge) in steps, jambs, pillars, window cills, cooking platforms, wash basin platformand like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with granite shade over and including 15mm thick screed bed in CM 1:4 in repairs complete all as specified and directed by Engineer-in-Charge. |
| 8 | Resecuringwithout taking down chowkhats or frames but with shutters (without taking off shutters from the frames) not exc 1.5 sqm each complete all as specified and directed. |
| 9 | Resecuringwithout taking down chowkhats or frames but with shutters (without taking off shutters from the frames)exc 1.5 sqm but n exc 4 sqm each complete all as specified and directed. |
| 10 | S & F in repairs 100mm long Butt hinges, extruded brass, with mild steel hinge pin, bright polished and fixed, type B-11 complete all as specified and directed. |
| 11 | M&L in repairsDoom grating 125mm dia with waste hole of PTMT(minimum weight 40gms) Including taking down existing one complete all as specified and as directed by Engneer-in-Charge. |
| 12 | M&L Taking down cement plaster on brick or stone walls, or concrete or ceilings etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises, removal and depositing serviceable materials where directed and leaving the work clear of any plastering and material and labour for Rendering 15 mm thick in two layers onbrick or stone or concrete surfaces,first coat 10mm thick in cement mortar1:4 and 2nd coat 5mm thick in cement mortar1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement completeall as specified and directed.Note :- Supply only water proofing compound shall be measured and paid seperately. |
| 13 | SupplyOnly integral water proofing compound complete all as specified and as directed. |
| 14 | M&L Preparation of new plastered surfaces wall/ ceiling and applying two coat of white washing on ceiling/ walls surfaces complete all as specified and directed. |
| 15 | M&L Preparation of new plastered surfaces wallapplying two coat of OBD over a coat of alkali resistant priming paint complete all as specified and directed. |
| 16 | M & L for rendering 15 mm thick in two layers on brick or stone or concrete surfaces, first coat 10 mm thick in CM 1:6 and 2nd coat 5 mm thick in CM 1:6 with water proofing compound as per manufaturer\"s instructions finished other than fair face without using extra cement complete including taking down existing one all as specified and directed. |
| 17 | M&L Vitreous china Ware wash down water closet (Pedestal), white (EWC) Plastic seat of same colour of WC, closed pattern with flat bottom, and cover and Mild steel chromium plated hinging device including taking down the existing fitting completeall as specified and directed. |
| 18 | S&F Vitreous china squatting pan \"Orissa\" Pattern size 580x440mm white with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc. complete including making good to floor including provision of lime concrete beddingfixed in repairs all as specified and as directed. |
| 19 | S&F PVC (SWR) P trap 110 mm bore Including taking down existing one complete all as specified and as directed by Engineer-in-Charge. |
| 20 | S&F PVC (SWR) S trap 110mm bore Including taking down existing one complete all as specified and as directed by Engineer-in-Charge. |
| 21 | M&L 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ringjoints fixed to wallincuding taking down existingcomplete all as specified and as directed. |
| 22 | M&L PVC bends 110mm boreincluding taking down existing one complete all as specified and as directed. |
| 23 | M&L PVC (SWR) 110mm junction (single T) equal or unequal provided with access door including taking down existing one complete all as specified and as directed. |
| 24 | M&L PVC (SWR) 110mm junction vent cowl all as specifedincluding taking down existing one complete all as specified and as directed. |
| 25 | S & F in repairs PVC valveless syphonic action type flushing cistern low level, white, with inlet ball volve, float & handle including brackets complete all as specified and as directed. |
| 26 | S & F in repairs15mm bore Bib taps,fancy type, chromium plated, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed. |
| 27 | S&F 25mm outer dia of pipes3-layer PP-R (P o l y p r o p y l e n e random copolymer) concealed pipe SDR 7.4 (PN16) UV stabilized andantimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain &brass threaded p o l y p r o p y l e n e random fittingsfixed including taking down existing steel tubing 20mm dia complete to walls, ceilings or infloors etc. complete all as specified and directed. |
| 28 | Demolition of reinforced concrete of any description and in any position complete all as specified and as directed. |
| 29 | M&L Precast RCC 1:2:4, Type B–1 using 20mm graded stone aggregate as in landings, cover slabs [for manholes etc], chullah hoods, Chajjas, water troughs, mangers, Shelves and similar articles with plain faces complete all as specified and as directed. |
| 30 | S&F High strength corrosion resistant TMT bars of Grade Fe–500Dof 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified. |
| 31 | M&L Salt-glazed stoneware drain pipes, 100mm bore, laid in trenches and jointed as specified, complete including taking down existing damaged pipe any size all as specified and as directed. |
| 32 | M&L Plain cement concrete (1:3:6) type C2 (40 mm graded stone aggregate)asconcrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes ofsize 100mm bore of pipe, complete all as specified and as directed. |
| 33 | M&L Salt-glazed stoneware drain pipes, 200 mm bore, laid in trenches and jointed as specified, complete including taking down existing damaged pipe,of any size complete all as specified and as directed. |
| 34 | M&L Plain cement concrete (1:3:6) type C2 (40 mm graded stone aggregate)asconcrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes ofsize 200mm bore of pipe, complete all as specified and as directed. |
| 35 | M&L Salt-glazed stoneware drain pipes, 150mm bore, laid in trenches and jointed as specified, complete including taking down existing damaged pipe,of any size complete all as specified and as directed. |
| 36 | M&L Plain cement concrete (1:3:6) type C2 (40 mm graded stone aggregate)asconcrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes ofsize 150 mm bore of pipe, complete all as specified and as directed. |
| 37 | M&L Cutting salt-glazed stoneware drain pipe 150mm bore in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 and making good, complete all as specified and directed. |
| 38 | M&L Cutting salt-glazed stoneware drain pipe 200 mm bore in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 and making good, complete all as specified and directed. |
| 39 | M&L Cutting salt-glazed stoneware drain pipe 100 mm bore in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 and making good, complete all as specified and directed. |
| 40 | Demolition of Brickwork/stone boulder masonry, built in cement mortar complete all as specified and as directed. |
| 41 | M&L Fly ash Brick work with sub-class `B\" bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 42 | Description all as per above item No 39here in above but except bricks complete all as specified and as directed. Note:Serviceable bricks obtained from Sl item No 10 be reused. |
| 43 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil, complete all as specifiedand as directed. |
| 44 | Excavating over areas,exc 1.5 m but not exc 3 m depth in soft / disintegrated rock, complete all as specifiedand as directed. |
| 45 | Excavation in trenchesin foul position n.exc 1.5m width and n.exc 1.5 m depth and getting out in hard/dense soil complete all as specifiedand as directed |
| 46 | Excavation in trenchesin foul position n.exc 1.5m width and exc 1.5 m depth but not exc 3mtr and getting out in hard/dense soil, complete all as specifiedand as directed. |
| 47 | Note for Item No 42 to 45 :- (a) Excavating either straight or curved on plan. (b) Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre aboveground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance except in the case of surface dressing which includes for all the foregoing except clearing away of trees. (c) Bailing out, pumping out or otherwise removing all water which may accumulate in the excavations. (d) Setting out the work profiles, etc. as well as for all tools and plant. (e) All materials and labour required protecting against risk of accidents, etc. (f) Watching and lighting, whenever necessary. (g) Forming (or leaving) ‘Dead men’ or ‘Telltales’ in borrow pits and their removal after record of measurements where required.(h) Forming (or leaving) steps in sides of deep excavations and their removal or covering up, after record of measurements. (j) Excavation for insertion of planking and strutting where required. (k) Removing slips or falls in excavations. (l) Authorised battering or benching of excavations. (m) Slinging or supporting pipes, electric cables, etc. met with during excavation. |
| 48 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified. |
| 49 | Removal of excavated material to a distance exceeding 1.50 Km andnot exceeding 5.00 Km and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 50 | M&L Plain Cement Concrete (1:4:8) type D2 (using 40 mm graded stone aggregate)as in foundations, filling and mass concrete complete all as specified and as directed. |
| 51 | Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as directed. |
| 52 | M&L Providing cement concrete type C1, 1:3:6 (using 20mm graded crushed stone aggregate) as in surface channels and drains complete all as specifiedand as directed. |
| 53 | Extra for forming fair finished drain or channel of 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified and as directed. |
| 54 | M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 mixed with water proofing compound as per manufacturer instructions finished even and fair complete all as specifiied and directed.Note :- (a) Water proofing compound shall be measured and paid seperately.(b) Cost of scaffolding required deemed to be included in the quoted rate of item and nothing extra shall be admissible on this account. |
| 55 | M & L preparation of new or plastered or unplastered surface of wall and applying two coats of cement based paint over a coat of alkali resistant priming paint complete all as specified and as directed. |
| 56 | M&L rendering 15mm thick in cement plaster 1:6 on stone masonrysurfaces or surface other than fair face of brickwork or on one side of lathing finished even and smooth without using extra cement complete all as specified and as directed |
| 57 | M&L PCC (1:2:4) Type B1 (using 20 mm graded stone aggregate) as in coping of including necessary form work finished fair and even surface without using extra cement including weathering slightly roundedor chamfered angles and throating complete all as specifiedand as directed. |
| 58 | M&L110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ringjoints fixed to wallincuding demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar with all fittings heads bends etc complete all as specified and as directed. |
| 59 | M&L 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ringjoints fixed to wallincuding taking down existing PVC Rain Water Pipes (any size) along with all fittings heads bends etc complete all as specified and as directed. |
| 60 | M&L PVC (SWR) bends any radius 75 mm dia fixed to wallincluding taking down existing onecomplete all as specified and as directed. |
| 61 | M&L PVC (SWR) branch piece single (single Y)75mm bore equal or unequal provided with access doorincluding taking down existing one complete all as specified and as directed. |
| 62 | M&L PVC (SWR) branch piece single (single Y)110mm bore equal or unequal provided with access doorincluding taking down existing one complete all as specified and as directed. |
| 63 | M&L PVC (SWR) 75mm bore junction (single T) equal or unequal provided with access door complete all as specified and as directed. |
| 64 | M&L Stack clamps made out of 50 mm x 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roofsuitable for 100 mm bore pipes complete all as specified and directed. |
| 65 | Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and as directed. |
| 66 | Mild steel work in framed work such as grills and similar work including framed guard bars, barred iron doors, ladders, framed balusters etc., including of fixing of sheet steel or other covering to doors etc., to be prepared for hanging /sliding with or including either hooks or hinges or steel hanging door fittings etc., confirming to Fe 410-0 or Fe 310-0 workcomplete all as specified and directed. |
| 67 | M&L Joist, channel, angles or tee sections fixed independently, without connection platessFe-290 Gde E-165 etc complete all as specified and as directed. |
| 68 | M&L Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted , bolted or welded attachment.(Fe 410 -W (Gde- E-250) quality -A complete all as specified and as directed. |
| 69 | M&L Stack clamps made out of 50 mm x 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or rooffor 75 mm bore pipe complete all as specified and directed. |
| 70 | M&L Applying two coats of synthetic enamel paint over a coat of red oxide primer includingpreparation of new or previously untreated steel surfaces of any description exc 10cm width or girth complete all as specified and as directed. |
| 71 | M&L Cement concrete(un reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) |
| 72 | M&L 100 mm thick Plain cement concrete1:4:8type D-2(using 40 mm gradedstone aggregate ) as in sub base , fillng and mass concrete or as in receiving tiles/ surface channels and drains etc includingall as specified and directed. |
| 73 | M&L Chequered cement concrete tiles 20cmx20cmx25mm thick machine pressed set jointed and pointed in neat cement slurry as in floors and cut and polished using grey cement andpigments over screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar (1:4) includingdemolishing the existing tile complete all as specified anddirectedNote : The manufacturer\"s test certificate andindividual test certificate for tilesmust be submitted for approval by the concerned authority prior to installation/fixing. |
| 74 | M&L 100mm thick, plain cement concrete (1:3:6), type C-2 (using 40 mm graded mechanically crushed stone aggregates),as in path/hardstanding including making joints @ 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/25 & two parts heated sand (by volume), surface finished even and smooth without using extra cement complete all as specified |
| 75 | M&L Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size, polished confirming to IS-15658 of 80mm thickness M-40 grade, laid over and including M sand cushion of 50mm thick and packing the sides with PCC 1:3:6 type C1 (using 20mm graded stone aggregates)complete incl dismantling of existing tiles all as specified and directed. Note : The Unit rate quoted is included for Demolition of paver tiles of any description or thickness in floors,aprons etc laid bedded and pointed in any mortar and removing of debris outside of MD land |
| 76 | M&L Hardcoreofgaugenotexceeding 63mmofbroken stonesorboulders,deposited,spreadandlevelledin layersnotexceeding 15cmthick,wateredand rammed to a true surface including removal of existing completeall as specified and directed. |
| 77 | M&L Cutting into existing manholes for connecting new drains, making good pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4 type B-1 using 20mm graded stone aggregate) smooth finished and reforming benching as required 150mm internal bore, complete all as specified and as directed. |
| 78 | M&L Cleaning/ clearing of sewage line (including manholes) 150 mm to 300 mm dia main line from 1stmanhole onwards bore of any description, underground at any depth, removing any type of blockage including desludging, descaling & decoking of drain as well as manholes with combined high pressure water jetting cum suction (vaccum) type machine mountedon LCV/HCV /LMV/HMV and having facilities of high pressure vaccum and provn of hydraulic through high pressure thermo plastic fiber based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same out side MD land and deposit where the place marked by the local municipality, all as directed by Engr-in-Charge |
| 79 | Note for item No 76 :- The unit rate is deemed to be included for Removing of accumulated earth at sides of drain of any width and depth up to 30 cm. cleaning/cutting the grass around 1 m from drain (both sides) and removing the grass waste to outside MD land. Cutting and filling shall be cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level . Cutting the grass/felling of trees shall include digging out roots up to 60 cm below the ground level or 14 cm below the formation level, whichever is lower. All holes and hollows formed in the ground digging out of roots shall be carefully filled up with moorum/red bajri well rammed and levelled. |
| 80 | Opening the man holes size 90cm x 90 cm in any depth of septic tanks, removing night soil, other sediments, solid waste, andliquid waste in any condition by pumping or any other mechanical means, cleaning internal surfaces of the tankwith clean water and refix the man hole cover on completion of work, complete all as specified and as directed by Engineer In Charge. |
| 81 | Note :-(a) The night soil, other sediments, solid waste, andliquid waste in any condition removed from septic tank shall be taken away from respective vicinities and NB(K) Premises on closed containers/conveyance and disposed off out of defence land.(b) Disposal of the same shall be the responsibility of the contractor with out any extra expenditure to government. Disposal of waste shall be made in accordance with the regulations of authorities concerned.(c) The unit rate quoted shall be deemed to be inclusive of cleaning the neared MH & sewage line from that MH to septic tank as directed by Engr-in-Chrage.(d) Disposal of refuseincluding uding liquid removed from septic tank/manhole shall be the responsibility of the tenderer and nothing extra shall be paid on this account.Disposal shall be made in accordance with the regulations of civil authorities. |
| 82 | All as per item No.77 above but from manhole of sizes 60cm x 45cms complete all as specified and as directed. |
| 83 | All as per item No.77 above but from manhole of size of 60cm x 60cm complete all as specified and as directed. |
| 84 | Cleaning of sewage line/effluent drain of 100mm dia and deposing the silt/waste all as specified and as directed by theEngineer In Charge. |
| 85 | All as per item No.80 above but 150mm dia complete all as specified and as directed. |
| 86 | M&L for PVC (SWR) gully trap 125 mm, setting and jointing with solvent cement complete all as specified and as directed. |
| 87 | Salt-glazed stoneware gully traps size 180x150, square or round mouthed, tvpe \"P\" complete all as specified and as directed. |
