Const of HPC Culvert with allied work near Nalyana Devta and Const of Steps from PMGSY road towards WNo-3 and TR Pedian PMGSY Road to Balda via Dabbar Pyt Summon PRI,Pyt-Summan,Block-Panchari Under(PRI)Capex Budget For year 2025-26 .

(PART 1) Add provision for Citizen Information board ( to be paid as per actual)

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, 80% Qty. in A.k.S. and 20% O.R.

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: 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulders

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge 50% Stone filling

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge 50% Earth filling.

Providing and laying non-pressure of specified NP-3 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. 1000 mm dia. R.C.C. pipe.

Carriage of Sand

Carriage of Aggrigates

Carriage of Stone

Carriage of RCC pipe

(PART 2) Add provision for Citizen Information board ( to be paid as per actual)

Earthwork in surface excavation in all kinds of soil not exceeding 30cm in depth and 1.5 sqm in plan.

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, 100% Qty. in A.k.S.

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: 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with

20% boulder at c.concrete

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Carriage of Sand

Carriage of Aggrigates

Carriage of Stone

(PART 3) Earth work in bulk excavation by Mechanical means (hydroulic excavator) over area (exceeding 30cm in depth 1.5m as well as 10m^2 on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m.--------- neatly dressed in A.K.O.S.80%All kinds of soil,20% Ordnary rock