SPECIAL REPAIRS TO SEWAGE LINE AT ARDE PASHAN

Amount

Demolition and breaking up drain pipes 150 mm dia (salt glazed ware or reinforced concrete) including PCC bedding & hauching set in cement mortar of above dia pipe complete all as specified and directed.

Demolition and breaking up drain pipes 200 mm dia (salt glazed ware or reinforced concrete) including PCC bedding & hauching set in cement mortar of above dia pipe complete all as specified and directed.

Demolition and breaking up drain pipes 300 mm dia (salt glazed ware or reinforced concrete) including PCC bedding & hauching set in cement mortar of above dia pipe complete all as specified and directed.

Material and labour for 150mm dia reinforced cement concrete pipe class NP-2 laid and jointed complete with collars complete all as specified and directed.

Material and labour for 200mm dia reinforced cement concrete pipe class NP-2 laid and jointed complete with collars complete all as specified and directed.

Material and labour for 300mm dia reinforced cement concrete pipe class NP-2 laid and jointed complete with collars complete all as specified and directed.

Material and labour for PCC 1:4:8 type D2, using 40mm graded crushed stone aggregate as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 150 mm dia complete all as specified and directed.

Material and labour for PCC 1:4:8 type D2, using 40mm graded crushed stone aggregate as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 200 mm dia complete all as specified and directed.

Material and labour for PCC 1:4:8 type D2, using 40mm graded crushed stone aggregate as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 300 mm dia complete all as specified and directed.

Demolition of brick work/stone masonry/ PCC block masonry built in cement mortar or cement lime mortar including all quoins, pillars, arches etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed.

Material and labour for brickwork with flyash bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified and directed.

Material and labour for rendering 15mm thick in cement mortar 1:4 in two layers on fair faces of brick work or concrete surfaces 10mm first coat and 5mm second coat finishing the surfaces even and fair with using integral water proofing compound complete all as specified and directed. (WPC shall be measured and paid separately).

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

Demolition of RCC of any description not specifically provided for complete all as specified and directed.

Material and labour for Precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate), in cover slabs of manholes, open drains inclusive of form work set in CM (1:4) complete all as specified and directed. (Reinforcement shall be measured and paid separately)

Material and labour for mild steel TMT bars 8mm dia cut to length, bent to shape required, 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 secring with clips complete all as specified and directed.

Material and labour for PCC 1:2:4 type B2 using 40mm graded stone aggregte as in surface channels & drain complete all as specified and directed.

Material and labour for Providing PCC (1:24) type B1 using 20 mm graded crushed stone aggregate as in coping/Channel of drain etc complete all as specified and directed.

Excavation in trenches, not exc 1.50 metre depth & n. exc 1.50 metre wide for foundation etc & getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches, not exc 1.50 metre depth & n. exc 1.50metre wide for foundation etc & getting out in soft/disintegrated rock complete all as specified and directed.

Excavation in trenches, exceeding 1.5 m deep and not exceeding 3.00 metre deep & n. exc 1.50metre wide for foundation etc & getting out in soft / disintegrated rock complete all as specified and directed.

Returning filling including spreading, leveling watering & Well ramming in layers n.exc 25 cm thick in soft/loose soil complete all as specified and directed.

Returning filling including spreading, leveling watering and Well ramming in layers n.exc 25 cm thick in soft/disintegrated rock complete all as specified and directed.

Removing excavated material in soft/loose soil exc 250metre & not exc 500metre and depositing where directed at a level n. exc 1.50metre above starting point complete all as specified and directed.

Removing excavated material in soft/disintegrated rock exc 250metre & not exc 500metre and depositing where directed at a level n. exc 1.50metre above starting point complete all as specified and directed.

Demoliton of unreinforced concrete is ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as sepecified and directed.

Material and labour for broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

Material and labour for PCC 1:4:8 type D2, 75mm thick using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed.

Material and labour PCC 1:2:4 type B2 (40mm graded crushed stone aggregate) ,100mm thick as in floor and finish the surface even and fair without using extra cement complete all as specified and directed.

Material and labour providing chequered cement concrete rubber mouduled coloured tiles 25cm x 25cm x 22 mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment including screed bed 15 mm thick for laying floor finish as a bedding layer in cement mortar 1:4 complete all as specified and directed.

Material and labour for 60mm thick machine pressed precast concrete rubber mouduled interlocking paver block reflective type coloured any shape and size confirming to IS 15658-2006 of M-35 grade including 50 mm thick sand cushioning below interlocking paver block including spreading and levelling complete all as specified and directed.

VENKATESHWARA ENTERPRISES

AJAY ENTERPRISES

sanjay m. suryawanshi

S.K.HARAL

Sunil Constructions