Various works of Providing and Fixing of 60mm thick interlocking tile, Side Drain and Cement Concrete streets etc, Block Kahnuwan and Dhariwal District Gurdaspur under Scheme MP LAD for the year 2025-26

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)

Cement Concrete 1:8:16 with stone ballast 40mm gague mixing by mechnical means using concrete mixer volumetric type

First Class BB work laid in CM 1:5 in foundation and plinth

Providing and laying 60 mm thick cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish by strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Dark fast Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Light Traffic Areas such as Pedestrain plazas, shoppimg complexes, ramps, car parks, office driveways, housing colonies, office complexes, rural roads with low volume traffic, farm houses, beach sites, tourist resorts, local authority footways, residential roads, etc.

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)

Cement Concrete 1:6:12 with stone ballast 40mm gague mixing by mechnical means using concrete mixer volumetric type

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering

Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)

Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Cement concrete 1:6:12 with stone ballast (40 mm) (mixing by manual means )

First class burnt brick work in foundation & plinth with sand mortor 1:4

Cement concrete 1:2:4 (mixing by manual means ) at bottom edge Shaped (at bottom half)

12.5mm thick Cement plaster in C.M. 1:4

Floating coat of 1:5 thick neat cement paid in one opreation to the toping on plaster of haif thick