SPECIAL REPAIRS TO SEWAGE LINE IN C COY NEAR GWS OF FEL UNDER GE MCEME AT SECUNDERABAD

Amount

Demolition and breaking up of drain pipes (Salt glazed ware, AC or Reinforced concrete) of 200-300 mm internal dia set in cement mortar complete all as specified and as directed.

Demolition and breaking up of drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150 mm internal dia set in cement mortar complete all as specified and as directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. (Reinforcement cut as required to facilitate demolition)

Demolition of Concrete un-reinforced of any description and in any position not otherwise specifically provided for (channel PCC, bed for drain pipes, manhole bed etc.,) complete all as specified and as directed.

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

Excavation in trenches not exc. 1.5 m wide and n.exc. 1.5 m in depth for foundations, manholes, laying of sewage lines etc., n.exc. 10 Sqm on plan and getting out in hard/dense soil complete all as specified and as directed.

Excavation in trenches not exc. 1.5 m wide and exc 1.5 m but n.exc. 3.0 m in depth for foundations, manholes, laying of sewage lines etc., n.exc. 10 Sqm on plan and getting out in hard/dense soil complete all as specified and as directed.

Excavation in trenches not exc. 1.5 m wide and exc 3.0 m but n.exc. 4.5 m in depth for foundations, manholes, laying of sewage lines etc., n.exc. 10 Sqm on plan and getting out in hard/dense soil complete all as specified and as directed.

Excavation over areas not exc. 1.5 m in deep and getting out in hard/dense soil complete all as specified and as directed.

Excavation over areas exc 1.5 m but not exc. 3.0 m in deep and getting out in hard/dense soil complete all as specified and as directed.

M&L for PCC 1:4:8 , type D2 using 40mm graded stone aggregate as in foundations etc., complete all as specified and as directed.

M&L for brickwork with fly ash bricks in CM 1:6 straight or curved on plan exc 6 m mean radius all as specified and directed.

M&L for walling of random rubble, un coursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

M & L for Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces including finishing the surface even and smooth without using extra cement, complete all as specified and as directed.

M&L for keyed pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed.

M&L for RCC 1:1.5:3 type A1 (using 20 mm graded stone aggregate) for beams, cantilevers, bressummers, lintels over l.5m span and in shelves and the like complete all as specified and directed.

M&L for cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in lintels upto 1.5 m 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc and including necessary form work complete all as specified and as directed.

M&L for 150 mm thick PCC 1:2:4, type B2 (40 mm graded stone aggregate) as in sub floors, sub bases, floors & pavings, etc finished the surface smooth and even without using extra cement complete all as specified and directed.

M&L for preparation of new plastered surfaces of wall and apply three coats of white wash all as specified.

Supply only integral water proofing compound complete all as specified.

M&L for precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate), as in man hole cover slabs etc including necessary form work and set in CM 1:6, complete all as specified and as directed.

M&L for RCC 1:1.5:3 type A1 (using 20 mm graded stone aggregate) for slabs supported on walls, bealms and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M&L for RCC 1:1.5:3 type A1 (using 20 mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses and the like complete all as specified and directed.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) for fair finished surfaces of concrete complete all as specified and as directed.

M&L forformwork to faces of walls, retaining walls, abutnlents, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surfaces of concrete complete all as specified and as directed.

M&L for MS TMT bars 10 mm dia and over cut to length bend to shape required including cranking, bending, sprillay for hooping for columns, hooking ends and binding with and including MS wire (annealled) not less than 0.90 mm dia complete all as specified and as directed.

M&L for MS TMT bars 6 to 8 mm dia cut to length bend to shape required including cranking, bending, sprillay for hooping for columns, hooking ends and binding with and including MS wire (annealled) not less than 0.90 mm dia complete all as specified and as directed.

S&F MS work as in rungs, handles and similar small articles conforming to Fe 290 Gde E-165 all as specified and as directed

M&L for broken brick coarse aggregate for filling in soakage pit complete all as specified and directed.

S&F 200 mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars.

S&F 150 mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars.

M&L for Concrete bed to drain pipes of 200 mm dia bore in PCC 1:3:6 type C-2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.

M&L for Concrete bed to drain pipes of 150 mm dia bore in PCC 1:3:6 type C-2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.

Returning, filling in with approved soil obtained from excavation including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.

Removal of excavated surplus soil to a distance not exc 50 m away and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.

Cutting into existing manholes for connecting new drains, 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 required for 100 to 300 mm dia pipe complete all as specified and as directed.

M/S B.SHRAVAN KUMAR

G.CHANDRIAH AND SONS

Sri Associates