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

Earth work in excavation by manual means 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: 2.8.1 All kinds of soil :

Extra rate for quantity of work executed in or under water including pumping out water are required

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)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.3 Cold twisted bars

Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing.4.7.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size)

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

Carriage of material by mechnical transport including loading/unloading and stacking complete Sand and stone Aggregate lead up to 20 kms avg .

Carriage of material by mechnical transport including loading/unloading and stacking complete stone lead up to 1 kms avg .

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