Sewer connections to the residents of Sadar Bazar, R.A. Bazar, I.I. Bazar and B.I. Bazar in New Cantt, Allahabad

Amount

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation , footings, drains etc or for shafts, cesspits, man holes, pier holes , drains etc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out the excavated earth including dressing of sides and ramming of bottoms and disposal of surplus excavated soils as directed, with in a lead of 50m including all labours, tools and plants required for proper completion of work in all respct in all kinds of soil.

Concrete bed to drain pipes in cement concrete (1:3:6) type C 2 using 40 mm graded crushed stone aggregate including packing under and haunching against the sides of pipe after they are laid, joined and tested for 100 mm bore of pipe complete all as specified and directed.

Concrete bed to drain pipes in cement concrete (1:3:6) type C 2 using 40 mm graded crushed stone aggregate including packing under and haunching against the sides of pipe after they are laid, joined and tested for 150 mm bore of pipe complete all as specified and directed.

Returning filling in with approved excavated soil including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified.

Removing excavated material (soils) to a distance n.exc 50m and depositing where direted at a level not exc 1.5m above the starting point complete all as specified.

Dismantling stone slab/ bitumenious road/ any type of surface flooring including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

Providing Brick work with old size sub class 'B' bricks class designation 75 (Kgf/ sqcm ) straight or curved on plan built in cement mortar 1:6 (1 Cement :6 Coarse Sand) in all shape and size including necessary scaffolding, sundries, extra labour element required for carriage,lifting of materials etc up to required height all other arrangement required in foundation,Sub structure / super structure above plinth upto floor V level including all materials, labours ,tools and plants required for proper completion of work in all respect.

Preparing of water bound macadam surfaces by brushing with wire brushes for removing aked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt/dust etc and applying evenly a priming/track coat with bituminous primer of paving bitumen VG-30@ 10.00 kg per 10 sqm of road surface and providing premixed bituminous carpet 75 mm thick consolidated thickness with 0.54 Cum of suitable aggregate of gradingas specified mixed with 29.20 kgs binder laid with self propelled mechanical pavers rolled with 8 to 10 tone power roller to required camber and gradient and premixed sand seal coat with 6.80 kg of bitumen applied and rolled to a uniform smooth surface complete all as specified and directed. Note- Bituminous premix shall be mixed inhot mix plant and carpet shall be laid insingle layer with self propelled mechanical pavers (SPMP).

Providing and laying PVC ( SWR) pipes single socketed , in any length with rubber rung joints, laid in trenches or in floors, bore of pipe 110 mm including all materials,labours, tools and plants with all accessories for proper completion of work in all respect.

Providing and laying PVC ( SWR) pipes single socketed , in any length with rubber rung joints, laid in trenches or in floors, bore of pipe 150 mm including all materials,labours, tools and plants with all accessories for proper completion of work in all respect.

Providing and fixing PVC ( SWR) bends any radius, bore of pipe 110 mm including all materials,labours, tools and plants with all accessories and jointing materials required for proper completion of work in all respect.

Providing and fixing PVC ( SWR) bends any radius, bore of pipe 150 mm including all materials,labours, tools and plants with all accessories and jointing materials required for proper completion of work in all respect.

Providing and fixing PVC (SWR) branch piece single or double Y equal or unequal , bore of pipe 110 mm with all accessories and jointing materials required for proper completion of work in all respect

Providing and fixing PVC (SWR) branch piece single or double Y equal or unequal , bore of pipe 150 mm with all accessories and jointing materials required for proper completion of work in all respect.

Providing and fixing PVC (SWR) T junction single or double equal or unequal , bore of pipe 110 mm with all accessories and jointing materials required for proper completion of work in all respect under floor and trenches.

Providing and fixing PVC (SWR) T junction single or double equal or unequal , bore of pipe 150 mm with all accessories and jointing materials required for proper completion of work in all respect under floor and trenches.

Providing 15 mm thick cement plaster on walls in 1:6 cement mortar including finishing the surface even and smooth without using extra cement with all materials, labours, tools and plants with all accessories for proper completion of work in all respect.

Use and waste of timbering not exc. 1.50 m deep as planking and strutting for excavations in trenches in soil including wales, struts, open poling board etc as may be necessary and fixing and removal complete all as specified and directed.

Providing and laying in positon plain Cement Concrete , type D-2,1:4:8, In foundation / below plinth beam, mass concrete, surface channels and drains etc using 40 mm graded stone agg, as required at site and proper compaction including all materials, labours, tools and plants required for proper completion of work in all respect.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Materials & labours ,tools & plants for providing mild Steel TMT bars ( High Strength Deformed Bars) of any dia as in reinforcement steel including straightening, cut to length ,bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends, placing in position and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia for R.C.C structure at any place, any height and in any position as per site requirement and as shown in drawing confirming to IS 1786-1985 Grade of steel Fe 500 (Make -SAIL/ TATA )

Framed work as in cover of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. covers. to be prepared with hooks and hinges and other fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging; also fastening and fixing complete with all accessories for proper completion of work in all respect.

Brushing neat cement slurry with and including @ 3.0 kg cement/ sqm with all materials, labours, tools and plants with all accessories for proper completion of work in all respect.