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| 1 | Type IV Principal Residence 01 No |
| 2 | 12mm wall plaster 1:6 cement :coarse sand including cost of material labour T&P etc |
| 3 | 12mm wall plaster 1:6 cement :coarse sand including cost of material labour T&P etc F.F. |
| 4 | Providing & Laying Polished Vitrified tiles in Dado different sizes (thickness to be specified by the manufacturer) with water absorption's less than n 0.08% and conforming IS 15622 of approved make in all Colours and shades, laid on 20mm. Thick 1:4 (1cement : 4 Coarse sand) Including grouting the joints with white cement and matching pigment etc. Complete. |
| 5 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size asapproved by Engineer-in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) andjointing with grey cement slurry @ 3.3kg per sqm, including pointingin white cement mixed with pigment of matching shade complete. |
| 6 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), including pointing the joints with white cement and matchingpigment etc, complete. |
| 7 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,\ epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm |
| 8 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work |
| 9 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sum. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. |
| 10 | Making Khurra 45*45 cm with everage minimum thickness of 5 cm cement concrete 1:2;4 (1 cement: 2coarse sand: 4 aggrgate 20mm. Nominal size over P.V.c. sheet 1*1*400Micron |
| 11 | Providing & Applying Two Coat White Cement Based Wall care Putty For Given Smooth surface for Painting complete of work. |
| 12 | Finishing walls with 2 Coat Weather coat exterior paint with Silicone additives of required shade |
| 13 | Painting wall with oil bound Distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. |
| 14 | 40mm. Thick Apren Flooring 1:2:4 Cement:C.sand:20 mm. Stone grit with Floting coat of neat cement including supply of all Materials Labour and T & P etc. Complete of Work |
| 15 | Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter |
| 16 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm Shoe |
| 17 | Providing & Fixing of inlet mouth of rain water pipe cost iron Greting 15 cm. diameter and weighting not less than 440gm. |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 19 | 20mm.thick 1:3 Cement: C.sand Mortor Bearing Plaster with Floting Coat of Neat Cement |
| 20 | S/Fixing of 4mm thick glass pans |
| 21 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 22 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. Providing and fixing of Lamination of door shutter. |
| 23 | Providing and fixing Stainless steel sliding door bolts ISI with nuts and screws etc. complete : 250x16 mm |
| 24 | Providing and fixing Stainless steel Tower bolts ISI with nuts and screws etc. complete : 200x10 mm |
| 25 | Providing and fixing Stainless steel Tower bolts ISI with nuts and screws etc. complete : 150x10 mm |
| 26 | Providing and fixing Stainless steel Handels ISI with nuts and screws etc. complete : 125 mm |
| 27 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper |
| 28 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. |
| 29 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws 30 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood |
| 30 | External Sanitary & Water Supply |
| 31 | Providing & Laying of 160mm. Dia P.V.C. pipe 6kgcm Sewer Line including excavation of Tranch Providing 1:4:8 cement Concrete P.C.C. Base & Pipe covered with P.C.C. 1:2:4 including all Labour, T.&P. complete of work |
| 32 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep |
| 33 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc32mm.dia |
| 34 | Cost of 25 User Users Septic Tank |
| 35 | Rain Water Harvesting |
| 36 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam, clay or sand) including lift up to 1.50M and lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i.c. within a lead of 30 m. up tp 1.50mtr. |
| 37 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam, clay or sand) including lift up to 1.50M and lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i.c. 1.50 to 3.00 mtr. |
| 38 | Providig and laying cement concrete 1:4:8 (1cement:4fine sand: 8 Stone Ballast 40mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation and floors. |
| 39 | R.C.C. works with cement approved coarse sand and 20mm gauge approved stone grit in the proportion 1:2:4 (1cement:6aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending& binding. but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labours, tools and plants etc required for proper completion of the works. Binding wire cost being included in the item |
| 40 | R.C.C. works with cement approved coarse sand and 20mm gauge approved stone grit in the proportion 1:2:4 (1cement:6aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending& binding. but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labours, tools and plants etc required for proper completion of the works. Binding wire cost being included in the item Centring & Shutring Slab |
| 41 | R.C.C. works with cement approved coarse sand and 20mm gauge approved stone grit in the proportion 1:2:4 (1cement:6aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending& binding. but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labours, tools and plants etc required for proper completion of the works. Binding wire cost being included in the item Edges of Slab |
| 42 | Class- 150 brick work in 1:4 cement and C.sand mortar in Super Structure including supply of all materials, labour and T & P etc. required for proper completion of work. |
| 43 | 15mm wall plaster 1:6 cement :coarse sand including cost of material labour T&P etc. |
| 44 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 45 | Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) as per standard design : |
| 46 | Providing & Fixing of Posititon Precast RCC Manhole cover and frame of Required shape and approved quailty |
| 47 | Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returningthe soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 48 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe |
| 49 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thickwith cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement completeas per standard design : Inside size 90x80 cm and 45 cm deep including C.I.Size 90x80 cmcover with frame (light duty) 455x610 mm internaldimensions, total weight of cover and frame to be notless than 38 kg (weight of cover 23 kg and weight offrame 15 kg) : |
| 50 | Extra for depth for manholes :Size 90x80 cm |
| 51 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate |
| 52 | Stone screening 11.2 mm nominal size (Type B) |
| 53 | Red Bajri |
| 54 | Drilling of 300mm. Dia bore hole manually |
| 55 | Supply of 160mm dia sloted rigid PVC pipe (4kg./sqcm pressure rating) and accessories |
| 56 | supply and fixing of nylon jali around the sloted pipes complet as required |
| 57 | Providing and packing of coarse sand around the pipe |
| 58 | transport of Boring tools other required equipments and instalation at site |
| 59 | Lowering of 100mm. Dia rigid P.V.C. pipe in bore hole including cutting jointing etc. complete |
| 60 | Laying of M-30 grade Inter Locking Tile in Road ( 80mm. Thick) with Base of 150mm. Thick G.S.B. with side 230mm. thick Brick wall 230mm. heigh outer surface Plasterd complete of work. Qty Taken 10.00*4.50=45.00 Sqm. |
| 61 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam, clay or sand) including lift up to 1.50M and lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i.c. within a lead of 30 m. |
| 62 | Providig and laying cement concrete 1:4:8 (1cement:4 sand: 8 Stone Ballast 40mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation and floors. |
| 63 | Class- 75 brick work in 1:4 cement and C.sand mortar in Super Structure including supply of all materials, labour and T & P etc. required for proper completion of work. |
| 64 | P.C.C. 1:2:4 cement;csand: stone gritt |
| 65 | 12mm wall plaster 1:6 cement :coarse sand including cost of material labour T&P etc |
| 66 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern. |
| 67 | Drain Size 300x450mm. |
| 68 | Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 69 | Providing and laying in cement concrete 1:2:4 (1 cement :4coarse sand :4 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. Same as above but 1:4:8 |
| 70 | Class 150 Brick Work in 1:4 cement and coarse sand of 2.20 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 71 | Providing and laying in cement concrete 1:2:4 (1 cement :4coarse sand :4 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. |
| 72 | 15 MM Th. Cement plaster 1:4 (cement & C.sand) with Neat Cement Finish |
| 73 | Boring |
| 74 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia |
| 75 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia |
| 76 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia |
| 77 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia |
| 78 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 79 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 80 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 100 mm dia |
| 81 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. |
| 82 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. |
| 83 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore |
| 84 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 32 mm nominal bore. |
| 85 | Supply of submersible pump of make KSB 2.0 HP with control panel, support wire etc. complete. |
| 86 | Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump |
| 87 | 50KL RCC UNDER GROUND TANK |
| 88 | Earth work in Excavation in foundation in Kankar mixed sol |
| 89 | Lean concrete in 1:5:10 in foundation |
| 90 | RCC Work in under ground tank Base slab |
| 91 | RCC Work in under ground tank RCC wall |
| 92 | RCC Work in under ground tank Slab |
| 93 | Providing cutting bending MS bar reinforcement in RCC |
| 94 | Providing and fixing Shuttering for RCC work |
| 95 | Providing and fixing Shuttering for RCC work Slab |
| 96 | Back filling of excavated earth |
| 97 | Water proofing plaster in 1:4 mortar |
| 98 | Providing and fixing 5 HP Submersiable Mono block pimp with fittings complete for water lifting |
| 99 | Construction of Pump House and supply water line |
| 100 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 101 | Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. |
| 102 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. |
| 103 | Providing and laying cement concrete1:5:10 (1 cement : 5 coarse sand (zone-III) derived from naturalsources : 10 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 104 | Random Rubble Stone masonery work in foundation 1:6 c:sand mortar |
| 105 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth beam) |
| 106 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Lintel bend and projection) |
| 107 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) |
| 108 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:4 (1 cement : 4 sand) |
| 109 | brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in Super structure 1:6 : |
| 110 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 111 | 12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) |
| 112 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) |
| 113 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floatingcoat of neat cement. 20 MM THICK |
| 114 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). |
| 115 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 116 | Providing and fixingms sheet gate |
| 117 | Providing and fixing Z Section Windooow |
| 118 | White washing with lime to give an even shade : |
| 119 | Finishing walls with water proofing cement paint of required shade : |
| 120 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture |
| 121 | Centering and shuttering including strutting, propping etc. and removal of form for : plinth bend |
| 122 | Centering and shuttering including strutting, propping etc. and removal of form for : Litel sunshade |
| 123 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. |
| 124 | Providing and fixing 4mm thick Glass Pan in windowand ventilator |
| 125 | Making Smooth surface of wall with cement base wall putty |
| 126 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore |
| 127 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) |
| 128 | Supply and fixing 2.5 HP Subersiable mono block pump with fittings |
| 129 | Pump starter and control panel |
| 130 | Supply & laying of 4sqmm. Coper Cabile 3core for submersible pump |
| 131 | INTERNAL ELECTRIFICATION Please Enable Macros to View BoQ information |
