SPECIAL REPAIRS TO SEWAGE PIPE LINE AT PAPNASH AREA AT AFS BIDAR

Amount

Demolition of brick work/PCC block masonry built in cement mortar or cement lime mortor including all quoins, arches, pillars etc., complete all as specified and as directed.

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

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for cover slabs and similar work complete all as specified and as directed.

Plain cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate as in foundation for Man holes etc. complete all as specified and as directed.

Precast Cement concrete block masonry with solid blocks, type C1, 1:3:6 using 20 mm graded stone aggregate, exc 10 cm in width and setting in cement mortar 1:6, complete all as specified and as directed.

Plain cement concrete 1:3:6, type C-1 using 20mm graded stone aggregate as in bed block / coping including necessary form work complete all as specified and as directed.

Plain cement concrete 1:2:4, type B-1 using 20mm graded stone aggregate as in benching inside manholes including necessary form work complete all as specified and directed.

Pre-cast cement concrete block masonry with solid blocks built in 1:3:6 type-C1 concrete (using 20mm graded stone aggregate), not exc. 10cm in width and setting in mortar 1:4 complete all as specified and as directed.

Rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces mixed with approved water proofing compound as per manufacturers instructions, finished even and smooth with out using extra cement complete all as specified and as directed. Note: Supply only of water proofing compound will be measured and paid separately.

Supply only of integral water proofing compound.

Extra for forming fair finished channel or drain 30cm inner girth in cement concrete using extra cement including mitred/ stopped ends, forms mould etc, complete all as specified and as directed.

Precast RCC 1:2:4 type B-1 using 20 mm graded stone aggregate, as in cover slab set and jointed in CM 1:6 including necessary form work complete all as specified and as directed. Note: Reinforcrment steel will be measured and paid seperately.

TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking bending and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips,complete all as specified and as directed.

Mild steel TMT bars 6 to 8mm dia, cut to length, bent to required shape including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completed all as specified and as directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for manholes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/ dense soil all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n. exc 3.0 m in depth; for foundation, etc. or for manholes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/ dense soil all as specified and directed.

Returning filling in including spreading leveling and well ramming in layers n.exc 25 cm thick as in soils complete all as specified and as directed. .

Removing excavated material to a distance n.exc 50 m and depositing where directed at a level n.exc 1.50m from starting point complete all as specified and as directed.

Demolition and breaking up drain pipes (SGSW, AC or RCC) 150 mm internal dia including concrete bed and haunching against the sides of pipes complete all as specified and as directed.

Demolition and breaking up drain pipes (SGSW, AC or RCC) 100 mm internal dia including concrete bed and haunching against the sides of pipes complete all as specified and as directed.

Reinforced cement concrete pipes, one end socketed, class NP2, laid in trenches and jointed of 150 mm bore complete all as specified and as directed .

Salt glazed stone ware pipe Grade 'A' laid in trenches and jointed with cement nominal dia of pipe 100 mm complete all as specified and as directed.

Plain cement concrete 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and as directed.

Plain cement concrete 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore pipe complete all as specified and as directed.

S&F in repairs PVC (SWR) 110mm dia pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed.

S&F in repairs PVC (SWR) 75mm dia pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed.

S&F in repairs PVC (SWR) bends 110mm dia any radius with access door complete all as specified and directed.

S&F in repairs PVC (SWR) bends 75mm dia any radius complete all as specified and directed.

S & F in repairs Salt-glazed stoneware gully traps, square or round mouthed, type 'P' Size of gully traps 150 X 150 mm complete all as specified and as directed .

Cutting into existing manholes for connection new drains including making good to pipe, and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as reqd for 150mm dia size complete all as specified and as directed.

M/s S.L.Chablani

M/s.Santosh Kotarki