Various works of Construction of Shed for Shamshanghat in various villages etc, Block Kahnuwan and Dhariwal District Gurdaspur under Scheme MP LAD for the year 2025-26

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 40mm gauge stone aggregate.

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.

Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone Aggreegates 40mm Gauge and 100mm Fine sand filling using mechanical mixer for mixing of material.

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

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.CSR 11.5

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

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.

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 40mm gauge stone aggregate.

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.CSR 11.5

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

12.5mm thick cement plaster 1:4

20mm thick cement plaster 1:4

Cement concrete 1:2:4 with stone ballast or shingle for topping mixing by mechnical means using cocrete mixer volumetric type

Finishing wall with exterior decorative cement based paint such as snowcem, robbiacem etc. two or more coats to giv an even shade