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| 1 | Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge). |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc, in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for alllift. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) |
| 4 | Supplying and laying 80 mm thick precast concrete I-shaped interlocking paver block (grey colour/colour) with top layer of minimum 8 mm thickness having plain dimension 200x(160+120mm) of op cement smoothing glass finish skid resistant manufactured from rubber mould through vibro - compression machanism the compresive strength of concretepaver block shall not be less than 30 mpa (m-30) and wt 5 kg per no. confirming to ISI 15658-2006 Including cost of materials labour t&p etc required proper completion of work as directed by Engineer-in-charge |
| 5 | S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 7 | 15MM cement plaster on rought side of single or half brick wall of mix-1:4 (1 cement : 4 coarse sand) |
| 8 | 12MM cement plaster on rought side of single or half brick wall of mix-1:4 (1 cement : 4 coarse sand) |
| 9 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm(Asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @2.20 kg/10 sqm after thoroughly brushing the surface free from mortar droppping and other foreign matters and sand papered smooth including supplying of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 10 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. |
| 11 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in charge and accordance with applicable specifications. |
| 12 | Providing and fixing Glow studs of size 100x20 mm made of heavyduty body shall be moulded ASA (Acrylic styrene Acryloretrite ) orHIP (High impact polystyrene) or ABS having electronically weldedmicro- prismatic lens with abrasion resistant coating as approved byEngineer in charge. The glow stud shall support a load of 13635 kgtested in accordance with ASTM D4280. The slope of retro- reflectivesurface shall be 35 (+/-5) degress to base .The reflective panels onboth sides with at least 12 cm of reflective area up each side. Theluminance intensity should be as per the specification and shall betested as described in ASTM I: 809 as recommended in BS: 873part 4 : 1973. The studs shall be fixed to the Road surface using theadhesive conforming to IS, as per procedure recommended by themanufacturer complete and as per direction of Engineer-in-charge. |
| 13 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in Cement mortar 1:4(1 cement:4 coarse sand) |
| 15 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 16 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as perspecifications : |
| 17 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction and density as perspecification, complete and as per directions of Engineer-in-Charge. |
| 18 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 19 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 20 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 22 | Lintels and Beams |
| 23 | Column and Pillers |
| 24 | Suspended floors, roofsa, landings balconies and access platforms |
| 25 | 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: |
| 26 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designedpipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. |
| 27 | Providing and fixing ball bearing for rolling shutters. |
| 28 | Providing and fixing glazing in aluminium door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasketetc. complete as per the architectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snap beading shall be paidin basic item):With float glass panes of 8 mm thickness (weight notless than 12.50 kg/sqm) |
| 29 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete. |
| 30 | ELECTRCAL FIXTURES AND INSTALLATION |
| 31 | STREET LIGHT WORKS |
| 32 | GST Please Enable Macros to View BoQ information |
