70/SE/C-III/RB/KMDA of 2026-27 Dt.- 09 /09/2026 (2nd Call) (Sl No01)

Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

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

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor is 0.70. (The payment is to be made on the basis of the finished compacted volume of stone dust.

Supply & erection of Informatory Sign Boards having M.S. Channels/Angel Posts & 1.5 mm thick M.S. sheet & synthetic enamel paint over a coat of primer including lettering complete.

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with graded 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. 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 in between the 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 Cl.No.3.3 of IS: 15658) as per Table 2 of IS : 15658 with flectural strength/breaking load as per Annexure G of IS:15658, on the prescribed 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 edge with cut blocks as per Cl. No.8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps. 100 mm thick. Grey.

Excavation for Structures Earth work in excavation of foundation of structuresnas per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring as required.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (f) 25 mm to 30 mm shuttering without staging in foundation.