WBMAD/ULB/KNJ/03/ROAD/26-27

Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge.

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 compacting 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) Manual Means

Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.

Supplying & laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concert blocks (with concrete grade as specified as per Table 1 of IS 15658: 2006), manufactured in steel mould clamped to a vibrating table by hydrolic pressure (as per Cl. 6.30 of IRC SP: 63 (2018), from BIS License manufacturer, with spacer nib & of specified size & shape with aspect ratio as per Table 2 of IS 15658: 2006 with flextural strength/breaking load as per Annexture G of IS 15658: 2006 on the prepared base course of specified CBR as per Table -1 of IRC SP: 63(2018) or else as mentioned in design & drawing with a cushion of compacted bedding sand of 25-30 mm thick, grading of the bedding sand as per Cl. 6.5.1 of IRC SP: 63 (2018) & filling up the gaps in between paver blocks with joints filling sand, the grading of the joint filling sand will be as per Cl. 6.5.2 of IRC SP: 63 (2018) & completing the edges with cut blocks as per Cl. 8.7 of IRC SP: 63 (2018) with proper confinement of bedding & joint filling sand, compacion, levelling & filling up of the edge gap. 60mm thick - Grey Colour

Providing and erecting Project description Sign Board, made of high intensity grade 1.5mm M. S. sheeting with desired size of 120cm (L) X 90cm, finished with synthetic enamel paint over a coat of red oxide primer including lettering, supported horizontally with two (2) M. S. angle preferebly ISA 30 30 3 of 120cm length each and vrtically on M.S. Angle iron post preferably ISA 45 45 6, 2 Nos. firmly fixed to the ground by means of foundation with M10 grade cement concrete 30cm diameter X 80cm below ground level and finishing the top surface to regular shape (as directed) with 15 cm cement plaster (1:6) complete, including the cost of concrete, plaster etc (Cement content 12.1 kg/No.) as per approved drawing and as directed by the EIC.

Add 18% G.S.T

Add 1% LW Cess