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| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead |
| 2 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)Si no 13.4.1 page no 39 |
| 3 | Dismantling cement concrete or brick or granolithic floors including stacking of dismanted materials as directed by Engineer in charge within a distance of 60 meters(200 feet) Si no 697 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size Si no 275 page 16 |
| 5 | Providing and laying Vitrified tiles in floor without lean concrete of 600x 600mm sizes (thickness 10mm), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, including grouting of joints. |
| 6 | Supply and fixing of flush doors, commercial quality conforming of 1.S. 2202 part-1 (1983) including ISI marked oxidized iron fitting with screws, Bolt Hinges, Handles, Siliding bolt, Door Stopper and tower bolt etc. 35 mm thick |
| 7 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone Kg.. aggregate 20 mm nominal size) Si No 10.10.1 Page no 29 |
| 8 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Si No 18.48 |
| 9 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Si No 17.31 Page no 61 |
| 10 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of nest cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate with base Si No 11.3 Page 41 |
| 11 | Providing and fixing glass strips of 4 mm thick in joint of floor and skirting at the time of laying including labour T & P etc complete in all respect 3.5 cm depth. Si no 631b page 42 |
| 12 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides .Si no 10.29.1 page 31 |
| 13 | 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/sqm of cement admixed with water proofing compound conforming to 15. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to 15: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walis upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to 15: 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement 4 coarse sand) admixed with water proofing compound conforming to 15: 2645 and approved by Engineer-in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. \"All above operations to be done in order and as directed and specified by the Engineer-in-Charge: With average thickness of 120 mm and minimum thickness at khurra as 65mm. |
| 14 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 15622 (thickness to be pecified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, ack of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Si no 11.37A page no 41 |
| 15 | Brick work with common burnt clay (non modular) bricks of class 150 in superstruction above plinth level up to floor V level in all shapes and sizes cement mortar 1:4(1 cement: 4 coarse sand) si no 6.4.1 page 20 |
| 16 | Half brick masonry with common burnt clay (non modular) bricks of class 150 in foundation and plinth in 1:3 (1 cement : 3 coarse sand) Si no 6.13.1 page 20 |
| 17 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Si no 6.1.1 page 20 |
| 18 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid@ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. Si no 34 New page No 45 |
| 19 | Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over & including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian, paints after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth including cost of all materials.but for every coat after first coat of subsequent Si No 649+650 Page No 43 |
| 20 | Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. In area with superior synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work. but for every coat on prviously painted surface Si no 643+283 page no 43 |
| 21 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Si No 30 ( new) Page No 44 |
| 22 | Providing and fixing on wall face unplasticised right 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 Single Socketed pipes 110 mm diameter Si No 12.41.2 page No 35 |
| 23 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron Por S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Si no 17.1 page no 60 |
| 24 | Providing and fixing c p bross bob coak long body 15 mm dia 18.15.1 page no 58 |
| 25 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore DSR No 18.50 page no 58 |
| 26 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long, weighing not less than 99 gms SI No 18.54.2 |
| 27 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal boreSi no18.53.1 |
| 28 | Providing and fixing CPVC pipes complete with fittings including trenching and refilling etc.15 mm dia nominal boreSi No 18.8.1 |
| 29 | Providing and fixing CPVC pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore SI No 18.8.3 |
| 30 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap Si no 17.7.4 |
| 31 | G.I union 15 mm nominal bore 1641 |
| 32 | G.I union 25 mm nominal bore 1642 |
| 33 | Concretc with 4cm gauge brick ballast garse sand and cement in proprotion 12:6:1 in foundation and under floor including supply of all materials labour T & P etc.required for proper completion of the work Si no 273 page 16. |
| 34 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete Si no 4.1.3 page 16 |
| 35 | Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms DSR No 18.56.2 |
| 36 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 510x1040x17 mmSi no 17.10.1.4 |
| 37 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. DSR NO 8.5 |
| 38 | Excavation in foundation in ordinary soil (loan clay or sand) including lift upto 1.50 mt. and lead upto 30 mt. & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundations trenches or into the plinth into removal/disposal of surplus earth asdirected by the E/I. upto a distance of 50 mt. from the foundation trenches. |
| 39 | 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: in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size Si no 5.1.3 |
| 40 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand(70ne-III): 3 graded stone aggregate 20 mm nominal size) Si No 5.2.2 |
| 41 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size) Si No 5.3 Page no 18 for Slab |
| 42 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size) Si No 5.3 Page no 18 for colum |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 44 | Structural steel work riveted bolted or welded in built up section trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete si no 10.2 page no 29 |
| 45 | Applying priming coat over new steel and other metal surface upto 10 cm and painting 1st coat over primer coat but surface over 10 cm width or grith Si No 641+642+19.2 |
| 46 | Centering and shuttering including strutting propping etc and removal of form fpr Columns , pillars ,piers, abutments , posts, struts Si No 5.9.6 |
| 47 | Centering and shuttering including strutting propping etc and removal of form for suspended floor , roofs, landings , balconies and access platform Si No 5.9.3 |
| 48 | Centering and Shuttering incuding strutting propping etc and removal of foundation footinh bases of colums etc wall including attached pilasters butteresses plinth and string course etc Si No 5.9.2 |
| 49 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Si no 12.50 |
| 50 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05) %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete.Ridges plain (500-600mm)Gutter (600 mm over all girth SI No 12.51 |
| 51 | Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or smail articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, HI gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and Including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.but for every coat on previously painted old |
| 52 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer in charge within a distance of 60 meters(200 Feet) ch 17 Si No 692 |
| 53 | Concretc with 4cm gauge Stone ballast garse sand and cement in proprotion 12:6:1 in foundation and under floor including supply of all materials labour T & P etc.required for proper completion of the work . |
| 54 | Providing and laying in position specified grade of reinforced cement concrete excluding the coast of cenetering shuttering finishing and reinforcement in 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)Si no 5.1.2 |
| 55 | Mild Steel or iron in plain work such as reinforced concrete or reinforcement brick work (when not included in an over all rates) wrought to required shape as necessary including benefit for proper completion fo the work and including supply of all steel and wastage and over lappign and hooks. Si no 5.22 |
| 56 | Supply and fixing of brick bats Sor Knp Ch 01 Si No 2C |
| 57 | Providing, laying , spreading and compacting 22.4-53 mm stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per Technical specification clause 405. |
| 58 | Providing and applying tack coat with Bitumen VG-10 at the rate of @ 0.35 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503 |
| 59 | Providing and laying and rolling of open graded premix carpet 20 mm thickness composed of 13.2 mm 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of either type A or type B or type C as per Technical specification clause 508. |
| 60 | Providing and applying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C as per Technical Specification clause 510 |
| 61 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and trimming of grass and weeds etc mentioned in GO No. 55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintence of Ist year after completion of work @ Zero % of total work amount of Maintainance of first Year (@ 0.00% of Total Work Amount of PC Area) Maintainance of Second Year To Five year Total work amount of Road Work Please Enable Macros to View BoQ information |
