Fixing of rate contract for unforeseen restoration of civil works like protection walls, crate revetment, masonry drains, slip clearance etc.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

Demolishing of stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 m lead.

Removing cement motor and cleaning of serviceable material for reuse

Crushed Stone in foundation including supply.

Dumping soling stone excluding cost of stones in Horizontal on level

Cement concrete 1:4:8 (40 mm stone agg crushed stone).

Random rubble masonry with Nallah stone in foundation & plinth level including levelling up with cement conc. 1:6:12 (1 cement: 6 coarse sand: 12 graded stone agg 20 mm nominal size) at plinth level with cement mortar in 1:6 (1 cement: 6 coarse sand).

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

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Back filling behind retaining wall with boulders.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

Dry stone pitching 22.5cm thick laid in courses required profile with hammer dressed stone having no side less than 15cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete (Payment for stone to be made separately).

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregate: 20 mm nominal) @ 6.0 cum per 100 sqm on horizontal/side slopes; complete including curing

Hand Packing of stones in wire crates including cost of stones

Dumping Stone excluding cost of stones in horizontal on level

P/L knitted wire crates having size 6.00x1.50x1.50 m mesh size 150mm x 150 mm, mesh wire guage 4 mm lid and tie wire of 4 mm guage including transportation upto site of work all complete (LMR)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 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 above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Flush/Ruled Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)

Raised and cut Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)

Slip clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

Engagement of labors for cleaning drains, clearing of slip at site

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

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Above 20 cm wide

Carriage of material by Mechanical Transport Cement 20 km (to be paid as per actual)

Carriage of material by Mechanical Transport Sand 70 km (to be paid as per actual)

Carriage of material by Mechanical Transport Stone Aggregate (20mm) 70 km(to be paid as per actual)

Carriage of material by Mechanical Transport Stone Aggregate (40mm) 70 km (to be paid as per actual)

Carriage of material by Mechanical Transport Steel for an avg distance of 500m (to be paid as per actual)

Carriage of material by Head load for an average distance of 500m Cement (to be paid as per actual)

Carriage of material by Head load for an average distance of 500m Sand And stone aggregate 40 mm nominal size(to be paid as per actual)

Carriage of material by Head load for an average distance of 500m Stone aggregate above 40 mm nominal size (to be paid as per actual)

Carriage of material by Head load Stone for an avg distance of 500 m (to be paid as per actual)

Carriage of material by Head load Steel for an avg distance of 500 m (to be paid as per actual)