| 1 | 1 | As directed by Engineer in charge. Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.C.S.R. Item No. 46.29\n | BI01010001010000000000000515BI0100001145 | 3.11 | Cum |
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| 2 | 2 | As directed by Engineer in charge.\nDismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.C.S.R. Item No. 46.09 \n | BI01010001010000000000000515BI0100001146 | 15.57 | Cum |
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| 3 | 3 | As directed by Engineer in charge.\nRemoving cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete C.S.R. Item No. 46.19 \n | BI01010001010000000000000515BI0100001147 | 22.56 | Sqm |
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| 4 | 4 | As directed by Engineer in charge.\nRemoving the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. C.S.R. Item No. 32.33 | BI01010001010000000000000515BI0100001148 | 152.37 | Sqm |
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| 5 | 5 | As directed by Engineer in charge.\nRemoving doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.C.S.R. Item No.46.15 | BI01010001010000000000000515BI0100001149 | 24 | No. |
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| 6 | 6 | Bd.W.8 Page No.587 Dismantling flat wooden or A.C. Sheet ceiling with frame work including stacking the materials as directed with all leads, lifts etc. complete.C.S.R. Item No.46.06 | BI01010001010000000000000515BI0100001150 | 18 | Sqm |
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| 7 | 7 | As directed by Engineer in charge.\nRemoving R.S. girders of any size and span lowering the same and stacking neatly wherever directed in the compound scaffolding etc. complete.C.S.R. Item No.38.28 | BI01010001010000000000000515BI0100001151 | 0.05 | M.T. |
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| 8 | 8 | As directed by Engineer in charge.\nRemoving wire fencing with iron/ C.C. fencing post and stacking the materials as directed with all leads, lifts etc. complete.C.S.R. Item No.46.25\n | BI01010001010000000000000515BI0100001152 | 37 | Rmt. |
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| 9 | 9 | As director by engineer incharge and BDG- 2 and 5\n\nProviding fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete C.S.R. Item No.27.13\n | BI01010001010000000000000515BI0100001153 | 10.59 | Cum |
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| 10 | 10 | Bd.F.8 Page No. 302 and B.7, Page No.38\nProviding and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) C.S.R. Item No.25.70 | BI01010001010000000000000515BI0100001154 | 0.65 | CUM |
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| 11 | 11 | Bd.F.17, Page No. 306\nProviding and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.C.S.R. Item No.26.33\n | BI01010001010000000000000515BI0100001155 | 0.08 | M.T. |
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| 12 | 12 | Bd.L.4 Page No. 368\nProviding internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.C.S.R. Item No.27.12\n | BI01010001010000000000000515BI0100001156 | 174.27 | Sqm |
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| 13 | 13 | As directed by Engineer-In- Charge\nProviding and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete.C.S.R. Item No. 33.68\n | BI01010001010000000000000515BI0100001157 | 51.86 | Sqm |
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| 14 | 14 | As directed by Engineer in charge.\nProviding and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m) C.S.R. Item No.41.78\n | BI01010001010000000000000515BI0100001158 | 6.55 | Sqm |
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| 15 | 15 | As directed by Engineer in charge.\nProviding and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.C.S.R. Item No. 39.78 | BI01010001010000000000000515BI0100001159 | 17.89 | Sqm |
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| 16 | 16 | Supply of all types of Structural steel conforming to Fe 410 B of IS 2062, Fabrication, assembling, erection / slewing/ end launching of Steel girders ( NOT requiring traffic block) upto 45.7 m span on sub structure incl. provision of trolley refuges, incl. loading, unloading, lift and taxes complete, assembly of girders on drift/ bolts, field riveting/ welding, assembling of temporary support for side slewing, raising of girders to the bed block level, providing sliding arrangements (Material at site, fabrication at site, erection / launching etc only) PLATE GIRDER / Semi Through Girder C.S.R. Item No.17.68\n | BI01010001010000000000000515BI0100001160 | 0.05 | M.T. |
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| 17 | 17 | As directed by Engineer in charge.\nProviding and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating with box C.S.R. Item No.39.43\n | BI01010001010000000000000515BI0100001161 | 33.16 | Sqm |
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| 18 | 18 | As directed by Engineer in charge.\nProviding and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards, screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete.C.S.R. Item No.38.51\n | BI01010001010000000000000515BI0100001162 | 23.72 | Sqm |
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| 19 | 19 | As directed by Engineer in charge.\nScrapping the old plastered internal surface with sand paper and coating the entire surface with mixture of whiting or glue and linseed oil including scaffolding etc. complete as directed.C.S.R. Item No.36.19\n | BI01010001010000000000000515BI0100001163 | 1599.35 | Sqm |
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| 20 | 20 | As directed by Engineer in charge.\nProviding and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. C.S.R. Item No.32.34 | BI01010001010000000000000515BI0100001164 | 2133.09 | Sqm |
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| 21 | 21 | As directed by Engineer in charge.\nProviding and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.C.S.R. Item No.35.21\n | BI01010001010000000000000515BI0100001165 | 2698.68 | Sqm |
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| 22 | 22 | As directed by Engineer in charge.\nProviding and applying Royale Luxury Emulsion of Asian / Berger / Nerolac / Dulex Paints or equivalent make on internal wall surface as detailed below Scrapping for surface with emery paper and wipe clean for area. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent wall primer with brush by adding mineral turpentine oil by 8 to 10 % or water by 15 to 20% allowing to dry for 6 to 8 hoursAfter applying Asian / Berger / Nerolac / Dulex Paints or equivalent acrylic wall putty with appropriate prpportion of water of allow to dry for period of 4 to 6 hours of activity. Scrapping with emery paper and wipe clean Applying paints Royale Luxury emulsion 1st coat with brush water content water 40 to 45% or 65 to 70% by role Applying paints Royale luxury emulsion 2nd coat with brush with water content 40 to 45 % or 65 to 70 % by roller. (With prior approval of S.E.) C.S.R. Item No.36.21\n | BI01010001010000000000000515BI0100001166 | 2768.91 | Sqm |
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| 23 | 23 | Bd.O.7 Page No. 406\nProviding and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.C.S.R. Item No.35.12\n | BI01010001010000000000000515BI0100001167 | 224.48 | Sqm |
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| 24 | 24 | As directed by Engineer in charge.\nProviding and fixing fly proof mesh shutter toventilator / window using CCTW members of size 45 x 22 mm for frame work and 35 x 22 mm for middle support and fixing fly proof mesh on it and covering TW battens of size 20 x 10 mm including priming and two coats of oil painting to the new wood and steel work and all labour charges including all fixture and fastenings etc. complete C.S.R. Item No.39.74\n. | BI01010001010000000000000515BI0100001168 | 49.04 | Sqm |
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| 25 | 25 | Bd.U.1 Page No. 537\nProviding and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.C.S.R. Item No.40.01 | BI01010001010000000000000515BI0100001169 | 1.89 | Sqm |
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| 26 | 26 | As directed by Engineer in charge Providing and fixing wall-hung white wash basin of size 470x575x190mm of approved make half pedestal, pillar cock, C.P.Angular stop cock, long thread continental including S.S. bottle trap of having necessary pipe connections up to the outside face of the wall.etc complete.C.S.R. Item No.48.45\n | BI01010001010000000000000515BI0100001170 | 1 | No. |
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| 27 | 27 | BD.V 5 page 551 and as directed by Engineer in charge\nProviding and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.C.S.R. Item No.42.55\n | BI01010001010000000000000515BI0100001171 | 6.5 | Rmt. |
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| 28 | 28 | BD.V 5 page 551 and as directed by Engineer in charge\nProviding and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.C.S.R. Item No.42.56\n | BI01010001010000000000000515BI0100001172 | 15 | Rmt. |
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| 29 | 29 | As directed by Engineer in chargeProviding and fixing C.P. BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete.C.S.R. Item No.42.83 | BI01010001010000000000000515BI0100001173 | 2 | Rmt. |
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| 30 | 30 | Bd.M. 12 Page No.385\nProviding and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. a) Flooring C.S.R. Item No.33.40\n | BI01010001010000000000000515BI0100001174 | 19.3 | Sqm |
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| 31 | 31 | Bd.M. 12 Page No.385\nProviding and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete.b) Skirting C.S.R. Item No.33.41 | BI01010001010000000000000515BI0100001175 | 18.52 | Sqm |
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| 32 | 32 | As directed by Engineer in chargeProviding water proofing treatment as per IS : 1346-1966 to generally inaccessible sloping Reinforced Cement Concrete Terrace slab with bitumen felts in all positions in five course, consisting of applying cold bitumen primer coat at the rate of 2.5 litre per 10 Sqm., hot bitumen layer at the rate of 14.50 kg per 10 Sqm. and over the same layer of bitumen felt of type III grade (I) as per IS: 1332-1965 across the slope with 10 cm overlap commencing at lowest level and again applying hot bitumen course at the rate of 14.50 kg per 10 Sqm. and finally spreading over it grit at the rate of 14.50 kg per 10 Sqm. including all lifts, leads and scaffolding whenever necessary complete as directed with four years' guarantee on requisite stamp paper etc. complete.C.S.R. Item No.31.17\n | BI01010001010000000000000515BI0100001176 | 59.62 | Sqm |
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| 33 | 33 | As directed by Engineer in charge.\nProviding and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary C.S.R. Item No.35.26 | BI01010001010000000000000515BI0100001177 | 272.16 | Sqm |
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| 34 | 34 | As directed by Engineer-In- Char\nProviding, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 kg/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring.C.S.R. Item No.33.76\n | BI01010001010000000000000515BI0100001178 | 170.3 | Sqm |
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| 35 | 35 | MORTH 502 Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. C.S.R. Item No.3.29 | BI01010001010000000000000515BI0100001179 | 505.79 | Sqm |
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| 36 | 36 | MORTH 511\nOpen Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) C.S.R. Item No.4.12\n | BI01010001010000000000000515BI0100001180 | 505.79 | Sqm |
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| 37 | 37 | MORTH 513\nProviding and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) C.S.R. Item No.4.03 | BI01010001010000000000000515BI0100001181 | 505.79 | Sqm |
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| 38 | 38 | Bd.A.1 Page No. 259\nExcavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means\nC.S.R. Item No.21.02 | BI01010001010000000000000515BI0100001182 | 2.25 | Cum |
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| 39 | 39 | Bd. F. 20 Page No. 307\nProviding and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing etc. complete C.S.R. Item No.26.46\n | BI01010001010000000000000515BI0100001183 | 1.62 | Sqm |
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| 40 | 40 | Bd. E. 1 Page No. 287 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) C.S.R. Item No.24.01\n | BI01010001010000000000000515BI0100001184 | 17.29 | Cum |
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| 41 | 41 | Royalty Charges | BI01010001010000000000000515BI0100001185 | 24.9 | Cumt |
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| 42 | 42 | Quality Control Test | BI01010001010000000000000515BI0100001186 | | |
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| 43 | 43 | Cement Standard Consistancy Fineness, Specific Gravity,Setting Time ( Initial & Final Compressive Strength,Soundness | BI01010001010000000000000515BI0100001187 | 1 | Test |
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| 44 | 44 | Water Absorpt - Water absorption, Specific Gravity,Impact Value/Crushing Value | BI01010001010000000000000515BI0100001188 | 1 | Test |
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| 45 | 45 | FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ),Silt & Clay Content | BI01010001010000000000000515BI0100001189 | 1 | Test |
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| 46 | 46 | BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). | BI01010001010000000000000515BI0100001190 | 1 | Test |
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| 47 | 47 | FLOORING TILES (MOSSAIC / CEMENT Flooring of Natural Stone (Kota,Marble,\ngranite,Tandur.etc.)-Water absorption,Specific gravity) | BI01010001010000000000000515BI0100001191 | 1 | Test |
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| 48 | 48 | CERAMIC TILES / VITRIFIED TILES Water Absorption, Moduls of Rapture (Set of 6 Tiles) | BI01010001010000000000000515BI0100001192 | 1 | Test |
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| 49 | 49 | CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). | BI01010001010000000000000515BI0100001193 | 3 | Test |
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| 50 | 50 | Bitumen- Carpet +Sealcoat,Pentration | BI01010001010000000000000515BI0100001194 | 1 | Test |
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