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| 1 | Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )for grading-IIIMaterial |
| 2 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 3 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 4 | Providing and fixing of precast concrete interlocking blocks of M 30 grade manufactured from fully computerised automatic stationer hydraulic vibro pressed machine and fully computerised automatic batching plant of class A1 / A2 as per BS 6717: 2001 with rubber mould technology including painting with lacker polishing. The CC interlocking paving Blocks be laid on average 50 mm thick bed of coarse sand and the joint on is to be filled with fine sand. laying procedure on compacted subbase as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead and lift and taxes. General specification of blocks 1. Shape : As specified by Engineer-in-charge.2. Tensile splitting strength and breaking load as per BS : 6717-2001.3. Colour : Grey cement natural colour4. Variation in Dimension : Less than 1.6mm5. Variation in thickness : Less than 3.2mm P & F –do--60mm thick(M-30 Grade) –do-- |
| 5 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 6 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer |
| 7 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) |
| 8 | Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 9 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Mechanised |
| 10 | Stone masonry work in cement mortarin foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4 |
| 11 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 12 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished seamless type tubes. |
| 13 | Providing corrugated G.I. sheet roofing fixed with G.I. J or L hooks bolts and nuts 8mm diameter with bitumen andG.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60 degree) & excluding the cost of purlins rafters and truses, for class of sheets 0.60mm thick |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 15 | a)Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches,60 cm wide and 45 cm deep,refilling the excavated earth mixed with farmyard manure,supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) |
| 16 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.50mm x 50mm x 3.15mm |
| 17 | Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron \"Y\" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) |
| 18 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsStone/Boulder |
| 19 | CHOWKIDAR ROOM |
| 20 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 22 | ANTI TERMITE TREATMENTProviding and injection chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III 1971 as amended from time to time and creating a continuous chemical barrier under and around the column pits wall trenches basement excavation top surface of plinth filling junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (plinth floor area only shall be measured for payment) |
| 23 | Providing and laying in position cement concrete including curing compaction etc . Completein specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate |
| 24 | 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size |
| 25 | Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcementM20 grade Design mix |
| 26 | Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for : Beams, suspended floors, roofs, griders having slopes up to 15° , landings,balconies , shelves ,chajjas, lintels, bands ,plain window, sills ,staircases and spiral staircasesM 20 grade nominal mix ( with graded stone aggregate 20mm nominal size) |
| 27 | Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level. |
| 28 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: |
| 29 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. |
| 30 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Thermo mechanically treated bars (conforming to relevant IS:1786.) ( TATA, SAIL,VIZAC-RINL) |
| 31 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). |
| 32 | Wall up to 30 Cm. and less thickness. |
| 33 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in :Cement Mortar 1:6 (1-Cement:6-coarse sand).Add extra over item No. 5.1 for brick work in superstructure up to third storey. |
| 34 | Half Brick Masonry in foundation & plinth using bricks designation 75 in low cost Shree Binder & sand mortar (1:3) ( for non load bearing walls)Cement mortar 1:4 ( 1 cement : 4 coarse sand ) Add extra over item no 5.8 for half brick masonry in superstructure up to third storey including cost of nominal hoopreinforcement ( 2 Nos. 6 mm dia M.S. bar at every forth course ) |
| 35 | Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).Category-I : Kajariya, Jhonson, Orient, Somani make etc. |
| 36 | Providing and fixing Ist quality MAT finished ceremic tiles size 300 x 300 mm confirming to IS: 13755 & IS: 15622 colour such as white, grey, Ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4). |
| 37 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm, long embedded in cement concrete block 15x10x10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with coper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer excluding the cost of metal beading and other fitting except necessary hings of pivots steel handles peg stay etc. as required. Windows side hung (openable) |
| 38 | Providing and fixing T-iron frames for doors windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs, 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screw or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 39 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’Commercial Veneer both side35 mm thick shutter |
| 40 | For external teak wood lipping on flush door : 25 mm x 6 mm |
| 41 | Supplying and fixing fixed Stainless Steel wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. |
| 42 | Random rubble dry stone Kharanja under floor. |
| 43 | Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab up to 2001 to 5000Sq. Cm : (A) 25 mm thick slab. |
| 44 | Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete :30 mm thick slab area upto 2001 to 5000Sq.Cm. |
| 45 | Grading for roof water proofing treatment with : Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) with water proofing compound as per manufacturs\"s specification |
| 46 | Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. |
| 47 | Providing and fixing 30mm thick FACTORY MADE SOLID BOTH SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for stiles top & bottom rails M.S. frame shall have a coat of sheet primers of approved make and manufacture, M.S. frame covered with 5mm thick heat moulded \"Rajshri\" prelim PVC \"C\" channel of size 30mm thickness, 70mm widthout of which 50mm shall, be flat and 20mm shall be tapered in 45\" angle on either side forming stiles and 5mm thick 95mm wide Rajshri Prelam PVC sheet out of 75mm shall be flat and 20mm shall be topered in 450 on the inner side to from top and bottom rail and 115mm wide Rajshri Prelam PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail Top bottom and lock rails shall be provided either side of the panel 10mm (5mm x 2) thick 20mm wide cross PVC sheet shall be provided. as gap insert for top rail and bottom rail. Panelling of 5mm thick both prelam PVC sheet to be fittted in the M.S. frame welded/sealed to stile and rail with 7mm (5mm +2mm) thick x 15mm wide PVC sheet beading on inner side and jointed together with solvent cement adhesive An additional 5 mm thick PVC strip of 20mm width is to be struck on the interior side of the \"C\" channel using PVC solvent etc. complete as per specifications & drawing (For internal shutters) including all door fittings such as Hinges, L-drop, Handles, Locking bolts etc. as per approved of engineer in charge. |
| 48 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 49 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 12 mm thick. |
| 50 | 6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) |
| 51 | Applying white cement based putty over cement plaster surface for making even surface |
| 52 | Applying one coat of primer of approved brand and manufacture on wall surface including all scaffolding, (new surface) : |
| 53 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work including prepration of base with primer putty lippy complete in allrespect. |
| 54 | Applying priming coat:With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. |
| 55 | Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 56 | P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor :Size 580x440 mm. |
| 57 | P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete.Flat Back (small) size 456x355x265 mm. |
| 58 | P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : -do- Long body, 15 mm nominal bore weight not less than 690 gm.B628 |
| 59 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. |
| 60 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :Size 550 mm x 400 mm |
| 61 | P & F Flush Cock/Flush Valve (IS:9758 Mark) or WC of approved quality make :C.P. brass Half-turn exposed 25 mm nominal bore. |
| 62 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15 mm Brass (IS:8931 marked).with 37 Cm. long pipe and nut. |
| 63 | P & F Stop cock (IS:8931 Mark) superior quality & of approved makeC.P.Brass :Concealed Stop Cock 15 mm. |
| 64 | P&F towel rail or ring of approved quality /make:C.P. brass towel rail with bracket 600 x20mm. |
| 65 | P&F Soap dish or tray of approved quality/ make.C.P. brass heavy and superior quality |
| 66 | P&F Beveled edge mirror of special glass of appd make (Atul/equivalent) complet with6mm thick asbestos cemetn sheet ground fixed to wooden scrwes & washers.Size 600 x 450mm x 4mm thick |
| 67 | P & F PVC Storage Tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. |
| 68 | P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 25 mm nominal bore. |
| 69 | P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors : Concealed pipe in wall incl. with anticorrosive bitumen paint. |
| 70 | (a) 15mm dia nominal bore\"\"B\" Class |
| 71 | Exposed on wall |
| 72 | (a) 25 mm dia nominal bore \"\"B\" Class |
| 73 | P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc.25 mm dia nominal bore. \"\"B\" Class |
| 74 | Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B\" for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. |
| 75 | (a) 110 mm dia |
| 76 | (b) 75 mm dia |
| 77 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 78 | (a) Bend 87.5 Dg. 110mm dia |
| 79 | (c) Vent Cowel 100 mm 110mm dia |
| 80 | (g) Single Tee with door 110 mm. dia. |
| 81 | (e) Pipe Clip 110mm dia |
| 82 | (h) Bend 87.5 Dg. 75mm dia |
| 83 | (j) Single Tee with door 75 mm. dia. |
| 84 | (m) Coupler 75mm dia |
| 85 | Construction of Cement concrete chamber 125mm dia.CP Brass grating |
| 86 | Construction of manhole in all type of soil inner size 90 X 60 Cm. thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth upto 0.5mtr |
| 87 | Construction of chamber in all type of soil with 300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame |
| 88 | Construction of septic tank in all type sof soil with 40cm thick masonry in CM 1:6 15cm thick CC bed of 1:5:10 M-15 grade CC flooring & over stone slab covering, 80mm thick slab jointing of slab in CM 1:3, Ralthal, Kharanja, 50mm thick stone partiton walls, 20mm thick plaster in CM 1:6 finished with neat floating cement, 4Nos C.I. foot rests of approved design, two No. 450mm dia 25Kg each C.I. cover with frame, earth work etc. complete as per approed drawing incl. disposal of surplus earth wtihin a lead of 50mtr.Size 200x100x130 cms (for 10 users) |
| 89 | ELECTRICAL ROOM |
| 90 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 91 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 92 | ANTI TERMITE TREATMENTProviding and injection chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III 1971 as amended from time to time and creating a continuous chemical barrier under and around the column pits wall trenches basement excavation top surface of plinth filling junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (plinth floor area only shall be measured for payment) |
| 93 | Providing and laying in position cement concrete including curing compaction etc . Completein specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate |
| 94 | 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size |
| 95 | Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcementM20 grade Design mix |
| 96 | Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for : Beams, suspended floors, roofs, griders having slopes up to 15° , landings,balconies , shelves ,chajjas, lintels, bands ,plain window, sills ,staircases and spiral staircasesM 20 grade nominal mix ( with graded stone aggregate 20mm nominal size) |
| 97 | Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level. |
| 98 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: |
| 99 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. |
| 100 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Thermo mechanically treated bars (conforming to relevant IS:1786.) ( TATA, SAIL,VIZAC-RINL) |
| 101 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). |
| 102 | Wall up to 30 Cm. and less thickness. |
| 103 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in :Cement Mortar 1:6 (1-Cement:6-coarse sand).Add extra over item No. 5.1 for brick work in superstructure up to third storey. |
| 104 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm, long embedded in cement concrete block 15x10x10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with coper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer excluding the cost of metal beading and other fitting except necessary hings of pivots steel handles peg stay etc. as required. Windows side hung (openable) |
| 105 | Providing and fixing T-iron frames for doors windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs, 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screw or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 106 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’Commercial Veneer both side35 mm thick shutter |
| 107 | For external teak wood lipping on flush door : 25 mm x 6 mm |
| 108 | Supplying and fixing fixed Stainless Steel wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. |
| 109 | Random rubble dry stone Kharanja under floor. |
| 110 | Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab up to 2001 to 5000Sq. Cm : (A) 25 mm thick slab. |
| 111 | Grading for roof water proofing treatment with : Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) with water proofing compound as per manufacturs\"s specification |
| 112 | Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. |
| 113 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 114 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 12 mm thick. |
| 115 | 6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) |
| 116 | Applying white cement based putty over cement plaster surface for making even surface |
| 117 | Applying one coat of primer of approved brand and manufacture on wall surface including all scaffolding, (new surface) : |
| 118 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work including prepration of base with primer putty lippy complete in allrespect. |
| 119 | Applying priming coat:With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. |
| 120 | Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
