22/PHandS/PM/2025-26 SL 3

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.

Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By mechanical means (without milling machine) : From 50 mm to 100 mm thick.

Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compact-ing to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Mechanical Means

Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.)

Brick work with 1st class bricks in cement mortar (4:1) In Foundation & plinth.

125 mm thick brick work with 1st class bricks in cement mortar (1:4) in ground floor..

Plaster (to wall, floor, celling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating nosing and drip course where necessary a) 15mm thick plaster With 4:1 Cement morter

Neat cement punning about 1.5 mm thick in wall , dado window, sills, floor, drain etc.

Ordinary cement concrete ( Mix 3:1:5:1) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any in ground floor as per relevant IS codes. (i) Pakur Variety

Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slubs,beams,columms lintels curved or straight including fitting fixing and striking out after completion of works (upo to roof of ground floor). (a) 25mm to 30mm thick wooden shuttering as per direction & decision of the E.I.C.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups binders etc including supply of roods, initial straightening and removal of loose rust (if necessary),cutting to requisite length,hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) for works in foundation, basement and up to roof of ground floor/upto 4m. (i) Tor steel/Mild Steel.

Supplying & laying in the specified pattern of interlocking concrete block Pavements (ICBP) with concrete blocks(with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl.No. 6.30 of IRC:SP:63(2018), from BIS licensee manufacturer, with spacer nib(small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap inbetween paving blocks, as per CL no.- 3.26 of IS: 15658) and of specified size and shape with aspect ratio (the ratio of length to the thickness of a paver block, as per CI. No. 3.3 of IS: 15658) as per table -2 of IS:15658 with flectural strength/breaking load as per anexture G of IS: 15658, on the prepared base course of specified CBR as per table 1 of IRC Sp 63(2018) or else as mentioned in design and drawing with cushion of compacted bedding sand of 25-35 mm thick (grading the bedding sand as per clause 6.5.1 of IRC SP -63)and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP-63 and completing the edges with cut blocks as per CI. No. 8.7 of IRCSP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of edge gap. 80mm thick. Grey.

GST@18% on S(mailto:GST@18%25%20on%20S塹ᴻ䡿ⲯ嶂藄挧ꮥ)

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