ADDN/ ALTN AND SPECIAL REPAIRS TO EXISTING SEWAGE LINE IN WING-I OF OTM ACCN AT ARTY CENTRE UNDER GE NASIK ROAD CAMP

Amount

Excavating in trenches n.exc 1.5 m in width & n.exc 1.5 m in depth for foundation etc & getting out in average soil (soft/loose or Hard/ dense soil) all as specified and directed.

Excavating in trenches n.exc 1.5 m in width & exc 1.5 m but n'exc 3m in depth for foundation etc & getting out in average soil (soft/loose or Hard/ dense soil) all as specified and directed.

Returning, filling in soil inclluding Spreading, leveling, watering and well ramming in layers n.exc 25 cm all as specified & directed.

Removing excavated materials (soil) n.exc 50 m and deposited where directed at a level n.exc 1.5 m above the starting point all as specified and directed.

Demolition of reinforced cement concrete cover slabs (reinforcement cut as reqd to facilitate demolition) in ground floor and paving as in manhole covers n.exc 15 cm thick(below or above GL) as specified & directed.

Demolition of brick work built in cement mortar all as specified and directed.

Demolition and breaking up 300mm dia RCC or salt glazed stone ware drain pipes set in cement mortar all as specified and directed.

Demolition and breaking up 200mm dia RCC or salt glazed stone ware drain pipes set in cement mortar all as specified and directed.

Demolition and breaking up 150mm dia RCC or salt glazed stone ware drain pipes set in cement mortar all as specified and directed.

Demolition of cement concrete in ground floor and paving as in manhole covers n.exc 15 cm thick(below or above GL) as specified & directed.

M&L for Cement concrete 1:3:6 type C2 (40mm graded aggregate) in foundation of manholes ,filling and mass concrete.

M & L for cement concrete 1:2:4 type B1 (using 20 mm graded stone agregate) in coping benching or similar work finish even & smooth including necessry formwork (straight or curved) all as specified and directed.

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

M & L for cement concrete 1:3:6 type C1 (using 20 mm graded stone agregate) in coping benching or similar work finish even & smooth including necessry formwork (straight or curved) all as specified and directed.

M & L for precast cement concrete 1:2:4 type B1 (using 20 mm graded stone agregate) as in manhole cover slabs with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match all as specified and directed by Engr-in-Charge.

M&L for TMT bars 6 to 8mm dia and over, 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 securing with clips complete all as specified and directed.

M&L for Brick work with old size sub class B bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 all as specified and directed.

S&F mild steel rungs cut to lenth bent to shape and embeded in concrete all as specified and directed.

M&L reinforced concrete pipes 300mm bore, class NP2, laid and joined complete with collars complete all as specified and directed. Note: RCC Pipes shall be ISI marked as approved by GE.

M&L reinforced concrete pipes 200mm bore, class NP2, laid and joined complete with collars complete all as specified and directed. Note: RCC Pipes shall be ISI marked as approved by GE.

M&L reinforced concrete pipes 150mm bore, class NP2, laid and joined complete with collars complete all as specified and directed. Note: RCC Pipes shall be ISI marked as approved by GE.

M&L for rendering 15mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces and finished surfaces even and smooth using extra cement all as specified and directed.

Dismantling of PVC/CI rain/vent/ waste pipe any bore in any position

S&F PVC (SWR) pipe single socketed 75mm bore any length with rubber ring joints fixed to wall complete all as specified & directed bore of pipe in mm complete all as specifed and directed

S&F PVC (SWR) pipe single socketed 110mm bore any length with rubber ring joints fixed to wall complete all as specified & directed bore of pipe in mm complete all as specifed and directed

S&F PVC(SWR) 75 mm dia bends of any radius

S&F PVC(SWR) 110 mm dia bends of any radius

S&F PVC(SWR) 75 mm dia branch piece,single(single Y) equal or unequal

S&F PVC(SWR) 110 mm dia branch piece,single(single Y) equal or unequal

S&F PVC(SWR) 75 mm dia branch piece,Double (Double Y) equal or unequal

S&F PVC(SWR) 110 mm dia branch piece,Double (Double Y) equal or unequal

S&F PVC(SWR) 75mm dia junction single,(single T),equal or unequal

S&F PVC(SWR) 110mm dia junction single,(single T),equal or unequal

S&F PVC(SWR) floor trap,plain with grating including jointing with solvent cement

S&F PVC(SWR) vent cowl of 110 mm bore

Taking out existing 150 mm dia pipe from manholes and inserting new pipe line including necessory extra cutting of benching wherever required and makig good disturbed surfaces all as specifed and directed.

Taking out existing 200 mm dia pipe from manholes and inserting new pipe line including necessory extra cutting of benching wherever required and makig good disturbed surfaces all as specifed and directed.

Taking out existing 300 mm dia pipe from manholes and inserting new pipe line including necessory extra cutting of benching wherever required and makig good disturbed surfaces all as specifed and directed.

M/S MANISH CONSTRUCTION CO

Vishal Constructions

DEEPAK CONSTRUCTION

M/S GURBAX AND CO