8596/E8

Amount

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for all as specified and directed.

Dismantling cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches for 150 mm dia all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for man hole cover slab all as specified and directed.

Demolition of brick/stone masonary/block masonry walls built in cement mortar including all quoins arches, pillars and precast concrete articles all as specified and directed.

Taking down cement plaster on brick work or stone walls etc, including racking out joints, hacking for key scrubbing down with water all as specified and directed.

Pumping out liquid/waste water from septic tank by mechanically/manually and discharging where directed upto a distance of 50 metre all as specified and direceted.

Cleaning of existing sewage lines (100mm/150mm dia) of any size including gully traps, grease traps etc by removing all flints/silt, foreign materials and other deposits whatsoever completely and making the line free from all obstacles and testing the flow of sewer line, evenly, smoothly and disposed off materials all as specified and directed.

Cleaning of manhole of any size and removing of sludge/silt/foreign materials up to 50m away form starting point all as specifed and directed.

Excavating over areas nexc 1.5 metre deep and getting out in hard dense soil all as specified and directed.

All as per item No 9 here-in before but depth exc 1.5 metre but nexc 3.00 metre all as specified and directed.

All as per item No 9 here-in before but depth exc 3.00 metre but nexc 4.5 metre and getting out in hard rock using mechanical means or chisel cutting all as specified and directed.

Excavation in trenches nexc 1.5 meter wide and nexc 1.5 meter in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc nexc 10 sqm area on plan and nexc 1.5 meter in depth and getting out in hard dense soil all as specified and directed

Excavation in trenches nexc 1.5m wide and nexc 1.5m in depth; for foundation for shafts, wells, cesspits, manholes, pier holes nexc 10 sqm on plan and nexc 1.5m in depth and getting out in hard rock using mechanical means or chisel all as specified and directed

Returning filling in soil including spreading, levelling, watering and well ramming in layers nexc 25 cm thick all as specified and directed.

Removing of excavated soil to a distance nexc. 50m and depositing where directed at a level nexc. 1.5 m above the starting point complete all as specified and directed.

Removal of surplus soil to a distance exc 50 metre but not exc 250m and depositing where directed at a level nexc 1.5 metre high above the starting point all as specified and directed

Removing excavated material of soil to a distance exc 1.50 Km but n.exc 5 Km and deposited where directed at a level nexc 1.5 metre above the starting point as specified and directed

M&L for loose filling with broken brick bats of gauge 80 to 150mm in soakage pits, soakage wells all as specified and directed

M&L for hardcore of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete etc complete all as specified and directed.

M&L PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete all as specified and directed.

M&L PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete all as specified and directed

M&L PCC 1:2:4 type B2 (using 40mm graded crushed stone aggregates) as in foundations, filling and mass-concrete all as specified and directed

S&F 150 mm dia cast iron soil, waste and vent sand cast pipes in any length with or without ears, with cement joints, laid in trenches or in floors all as specifed and directed.

M&L cast iron soil waste and vent pipes with sand cast 75 mm internal dia, in any length with cement joints, fixed to walls all as specified and directed.

S&F CI bends 150 mm dia diminishing pieces or tapers all as specified and directed

S&F cast iron vent cowl 75mm dia all as specified and directed.

M&L joist, channel, angle or tee sections, fixed independently, without connecting plates, cut to ordinary lengths i.e. within 20mm of the length indicated FE-410W- Gde 250 B for septic tank for setting cover slab all as specified and directed.

M&L for concrete bed to drain pipes 150 mm dia including packing under, and hunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) complete all as specified and directed.

M&L precast cement concrete 1:3:6, type C1 (using 20 mm graded crushed stone aggregate) as in solid building blocks exc 10 cm in width and setting in CM (1:4) all as specified and directed.

M&L PCC 1:3:6 type C-1, for lintels upto 1.5 metre clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating all as specified and directed.

M&L PCC (1:2:4) type B2 using 40mm graded crushed stone aggregate as in surface channels and drains as specified including benching at top of man holes for fair and smooth finishing using extra cement as in manholes all as specified and directed.

M&L rendering 15 mm thick on internal faces of brick work or concrete surfaces in CM (1:3), finished surfaces even and smooth without using extra cement mixed with liquid water proofing compound all as specified and directed. Note:- WPC will be measured and paid separately.

Supply only liquid water proofing compound all as specified and directed.

M&L rendering 15 mm thick on internal faces of brick work or concrete surfaces in CM (1:4), finished surfaces even and smooth without using extra cement all as specified and directed.

M&L RCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) for walls, retaining walls, basement walls, ballast walls and the like of any thickness, above top of footings, inclding attached pilasters and buttresses all as specified and directed.

M&L pre-cast RCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) for manhole covers, setting in CM (1:4) all as specified and directed.

M&L mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking and binding with MS wire (annealed) not less than 0.9 mm dia all as specified and directed.

M&L mild steel TMT bars 8mm dia cut to length bent to shape required including cranking and binding with MS wire (annealed) not less than 0.9 mm dia all as specified and directed.

MS work as in handles made out of 10mm dia round bars including cutting, bending to required shape and binding with reinforcement of cover slab all as specified and directed.

Use and waste formwork to fair finished flat surfaces of soffits of suspended slabs such as roof slabs, floor slabs and landing and similar works for fair finished surfaces of concrete all as specified and directed.

Use and waste formwork for fair finished flat surfaces of edges of window cills, concrete railings, and similar work nexc 20 cm wide all as specified and directed.

M&L cutting into exisitng manholes for connecting new sewer line and making good to pipe and rendering, cutting out to exisitng benching for and forming channel (1/2 round or 3/4 round section) in cement concrete type 1:2:4 type B-1 smooth finished and reforming benching as required for 150 mm bore pipe all as specified and directed.

M&L PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in coping all as specified and directed.

M&L 100mm thick PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in PCC band for soakage well all as specified and directed.

M&L brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) all as specified and directed.

M&L brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM (1:4) all as specified and directed

M&L RCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) for slab supported on wall, beams and columns in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.

M&L for rendering 15 mm thick on fair faces of brick or concrete surfaces in CM 1:6 finished even and smooth without using extra cement all as specified and directed

M&L for rendering 10 mm thick on fair faces of brick or concrete surfaces in CM 1:3 finished even and smooth without using extra cement all as specified and directed

S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles all as specified and directed.

S&F in repair 110mm bore PVC (SWR) pipe single cocketed any length with rubber ring joints laid in trenches all as specified and directed.

S&F in repair PVC (SWR) bends any radius 110mm all as specified and directed.

SAJJANHAR ASSOCIATES BUILDERS AND ENGINEERS

ms triveni nirman