PROVN OF SEWER LINE CONNECTION TO NEW STP SEWAGE LINE OF RWA12 AT BIKRAM ENCLAVE UNDER GE SOUTH UDHAMPUR

Excavation in trenches not exc 1.5m wide and not exc. 1.5m depth in any type of soil for foundation etc or for shafts, well drain pipes getting out in any type of soil complete all as specified and as directed.

Excavation in trenches not exc 1.5m wide and not exc. 1.5m depth for foundation etc or for shafts, well, cesspits, manholes, pier holes, etc 10 sqm on plan and n exc 1.5 in depth and getting out soft/ disintgrated rock complete all as specified and as directed.

Returning fillling in including spreading, levelling watering and well ramming in layers not exc 25cm thick in each layer complete all as specified and as directed.

Removing excavated soil to a distance n exc 50m and depositing at alevel n exc 1.5m above the starting point. all as specified.

Demolition of cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.

Demolition of renieforced cement concret not exeeding 15cm thickness (below or above ground level) complete all as specified and as directed.

Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed.

Demolition and breaking up drain pipes 100/150/200mm dia bore pipe (Salt glazed stone ware, AC or reinforced concrete) all as specified and directed.

M&L for Plain cement conc 1:4:8 type D-2 using 40mm graded agg as in conc bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore pipes all as specified and as directed.

M&L for 200mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and as directed.

M&L for Plain cement conc 1:3:6 type C-2 using 40mm graded agg as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for DWCPE (SN8) 180mm (OD) pipes all as specified and as directed.

M&L for Plain cement conc 1:3:6 type C-2 using 40mm graded agg as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for DWCPE (SN8) 200mm (OD) pipes complete all as specified and as directed.

S&F for DWCPE (SN8) 180 (OD)/163(ID) mm diameter pipes laid on 150mm thick bed to execute and make sewer line functional complete all as specified and as directed.

S&F for DWCPE (SN8) 200 (OD)/175(ID) mm diameter pipes laid on 150mm thick bed to execute and make sewer line functional complete all as specified and as directed.

M&L for Plain cement concrete 1:4:8 type D-2 using 40mm graded agg as in foundation filling and mass concrete complete all as specified and as directed.

M&L for brick work with sub class 'B' bricks exc 6m mean radius straight or curved on plan built in cement mortar 1:4. complete all as specified and as directed.

Walling of random rubble stone masonry uncoursed, with best quality locally available harder stones such as granite, trap, basalt, trap, basalt stone etc, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.

Precast PCC 1:3:6, type C-1 (using 20mm graded stone aggregates) as in bond stones, set in CM 1:6 with match the joints complete all as specified and as directed.

S&F PVC 110mm dia pipe in any length with rubber rings joints laid as in weep holes complete all as specified and as directed.

M&L for flush pointing to random rubble masonry coursed or uncoursed in CM (1:3) complete all as specified and as directed.

M&L rendering 15mm thick in cm 1:4 concrete or brick surfaces as in wall finishes even and smooth without using extra cement all as specified and as directed.

M&L for PCC type B1(1:2:4) using 20mm graded cushed stone agg as in coping, benching and the like incl form work complete all as specified and as directed.

M&L PCC 1:3:6 type C-1 as in surface channels/drains complete all as specified and as directed.

M&L for providing 75mm thick cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregates as in plinth protection finished even and smooth without using extra cement complete all as specified and as directed.

M&L for chequred cement concrete tiles 20cmx20cmx25mm thick, set jointed and pointed in neat cement slurry in floor with grey cement and no pigment including 20mm thick screed bed in CM 1:3 complete all as specified and as directed.

Cutting in to existing manholes (RCC/Brick) for forming new drains and making good to pipe and making good to pipe and rendering,cutting out existing benching in cement conc 1:2:4 type B1(in 1/2 or 3/4 round in section)and reforming benching as reqd for 150mm/200mm bore pipe complete all as specified and as directed.

M&L for mild steel steel TMT bars 10mm dia and over cut to length bent to shape reqd, incl cranking, bending spirally for hooping columns hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia complete all as specified and as directed.

M&L for form work to soffits of suspended slabs and similar work not exceeding 200mm thick complete all as specified and as directed.

M&L for reinforced cement concrete type B-1 (using 20mm graded crushed stone graded aggregate) work as in slabs supported on walls, beams etc complete all as specified and as directed.

M&L for framed work as in frames to manhole covers of angle or other section including hold fast conforming Fe-410-O complete all as specified and as directed.

M&L Precasted RCC 1:2:4 type B1 using 20mm graded aggregates for precast cement concrete slabs as in manhole/drain covers set in cement mortar1:4. complete all as specified and as directed.