e-NIT No. 07/EE/PMGSY/POONCH OF 2025-26 DATED 21.02.2026

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% stone

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone.

Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to 15:200 and 15:4826 in 100 mm x 100 mm mesh (woven diagonally) Including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications

Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns etc. for mass concrete

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 900 mm dia. R.C.C. pipe

Backfilling behind with stones in abutment, wing walls and return walls complete as per drawings and technical specifications 60% stone & 40% Earth complete Job

Carriage of material by mechnical transport including loading/unloading and stacking complete sand lead up to 10 kms avg .

Carriage of material by mechnical transport including loading/unloading and stacking complete stone Aggregate lead up to 10 kms avg .

Carriage of material by mechnical transport including loading/unloading and stacking complete stone lead up to 7 kms avg .

Carriage of material by mechnical transport including loading/unloading and HPC lead up to 90 kms avg .

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