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| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth inlayers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. |
| 2 | 0.00-1.50M depth from Average Ground Level |
| 3 | 1.50-3.00M depth from Average Ground Level |
| 4 | 3.00-4.50M depth from Average Ground Level |
| 5 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. |
| 6 | 1.50-3.00M depth from Average Ground Level |
| 7 | 3.00-4.50M depth from Average Ground Level |
| 8 | Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides,ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. |
| 9 | 3.00-4.50M depth from Average Ground Level |
| 10 | Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.as directed by engineer in cherge |
| 11 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km)Note : Note: a) Only compacted volume will be measured and paid.b) Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. |
| 12 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 13 | 230mm With outside material |
| 14 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 gradedstone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete asper specification and drawings but excluding the cost of Formwork shuttering, centering andsteel reinforcement at all Levels |
| 15 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, mfinishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. |
| 16 | Providing and fixing at all levels, precast members using cement concrete 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of max. size 20 mm) in, copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers, fencing posts etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using Crushed sand) on exposed surfaces complete as per specifications at all levelsNotes: (1) All projections, fins etc in the concrete surface formed at the joints in formwork shall be ground & flush and finished at no extra cost.2) Angle frame of precast covers shall be trial tested before placement of concrete at no extra cost.3) Reinforcement steel, lifting hooks & structural steel sections for inserts, sleeves, frame, nosing etc. shall be measured & paid under separate items. |
| 17 | Providing, centering, shuttering Form work using steel plates, timber planks for all types ofstructures including necessary strutting, proping, staging, supports, bracings etc. and deshutteringthe same after the specified time all as per drawings, specifications and as directed by theEngineer-in-charge at all levels |
| 18 | For Sub Structure |
| 19 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. |
| 20 | Steel supplied by the contractorUpto and including 32mm dia reinforcement: Using TMT bars of specified grades. TMT bars to besupplied by vendors as per Approved Vendor list of BARC using virgin materials |
| 21 | Providing Structural steel work in M.S Plain Plates and chequered Plates for Embedded Parts,Trench Covers, Connection plates etc. Including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. Including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials produced by vendors as per Approved Vendor list of BARC using virgin materials. |
| 22 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge |
| 23 | Up to and including 300 mm Joists, 350 mm channels, and below sections using materials from Approved vendor of BARC. |
| 24 | Providing Asbestos cement 6 mm thick corrugated sheets (as per IS:14871) roofing up to any pitch and fixing with G.I J or L hooks, bolts and nuts 8 mm dia G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the cost of purlins, rafters and trusses corrugated sheets and including cutting to size and shape wherever required complete as directed by the Engineer-in-charge |
| 25 | Asbestos sheet roofing without ridges |
| 26 | Providing and Laying Autoclaved Aerated cement block masonry of approved make with specified thick AAC Blocks in Super structure above plinth level up to 20 m height in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2nos of 8 mm dia bars at every third course of the masonry work |
| 27 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge |
| 28 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 29 | Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications. |
| 30 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat. Including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 31 | Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge. |
| 32 | Fencing with RCC post placed at required distance, embedded in cement concrete blocks every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire 9.38 kg per 100 metres (min) between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post etc. complete as directed by the Engineer-in-charge. (cost of RCC posts, struts, earth work and concrete to be paid for separately) : Payment to be made per metre cost of total length of barbed wire used |
| 33 | With G.I. barbed wire 12 swg |
| 34 | Providing and laying 50 mm thick cement concrete flooring with concrete hardener topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardener, cement being mixed with metallic floor hardener of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardener) by weight and this cement hardener compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 25 X 3 mm aluminium strip, This includes cost of cement slurry, finishing tothe required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings. |
| 35 | Providing and laying Self levelling Epoxy flooring , including preparation of the surface, primer coat, screeding & levelling coat and finishing coat with Polyurethane coat of approved colour and shade of approved make all as per manufacturers specifications complete as directed at site bythe Engineer-in-charge (This Job to be carried out through a specialized approved agency) |
| 36 | 4mm thickness Please Enable Macros to View BoQ information |
