SPECIAL REPAIRS TO HARDSTANDING IN FRONT OF GH QTRS AT DSSC WELLINGTON

Amount

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

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dence soil complete

Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed.

Plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base to floor 75 mm thick all as specified and directed.

Plain cement concrete type B1, 1:2:4 (using 20mm graded stone aggregate) in coping including necessary formwork all as specified and directed.

Demolition of cement concrete in ground foors and paving not exc. 15 cm thick all as spd

Removal of excavated material exc 1.5 KM and n.exc 5.0 KM and deposited where directed at a level n.exc 1.5M above from starting point.

M&L for precast reinforced cement concrete 1:2:4, type B1, using 20mm graded stone aggregates as in cover slabs for manhole, set in cement mortar 1:4

TMT mild steel bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for cloumns, 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.

Sand filling under floor laid in layers n.exc 15 cm thick spread ,levelled and rammed , watering and compacted complete.

M&L for Machine pressed precast conctete interlocking paver block with grey cement and pigmentany shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade

PCC in foundation in 1:4:8 type D2 (40mm garded agg) in foundation filling and mass concrete

Repair to existing steel rolling shutters, without ball bearing, spring as specified including top cover, anchoring rod, hasp and staple; erected in position as indicated/, complete: push pull or manual type and reweilding, rops, stoppers, oiling, greasing, easying etc including necessary replacement of profile, if required grid channel complete all as specified and as directed by Engr-in-Charge

Removal and re fixing of existing garage door if required adjustmenting the height of door erected in position as indicated/, complete: push pull or manual type and reweilding, rops, stoppers, oiling, greasing, easying etc including necessary replacement of profile, if required grid channel complete all as specified and as directed by Engr-in-Charge

M&LPrecast cement concrete block Type C1(1:3:6)(using 20 mm graded aggregate) masonry with solid solid blocks exc 10cm width and setting in mortar(1:6) complete.

M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without

M&L for framed work such as drain covers other similar work conforming to FE-290 gde-E-165

M&L two coats of synthetic enamel paint on new steel surfaces over a coat of red oxide of any description not other wise described over 10 cm width or girth incl preparation of surfaces all as specified and as directed.

M&L 200 mm bore PVC(SWR) Pipe single socketed, in any length with rubber ring joints layid in trenches/floors completed all as specified and as directed.

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

Material & labour for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they laid and tested in cement concrete 1:3:6, type C2, 200mm bore pipe all as specified and as directed

Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all as specified and as directed

Demolition of cement concrete in ground foors and paving exc. 15 cm thick all as spd

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

S&F of Precast reinforced cement concrete manhole chamber of depth upto 1.5m of circular/square/rectangle shape having thickness of wall 150mm with Size as per site requirement incl (a)demolition of existing manhole(b) manhole cover (c) suitable subbase bed concrete for manhole(d) connecting to existing sewage pipes as per manufactures instructions complete as specified and as directed. Note: Quoated rate against the items is deemed to include necessary reinforcement as directed by Engr in charge

S&F of Precast reinforced cement concretemanhole chamber of depth 1.5 to 2.0m of circular/square/rectangle shape having thickness of wall 150mm with Size as per site requirement incl (a)demolition of existing manhole(b) manhole cover as suitable subbase bed concrete for manhole(d) connecting to existing sewage pipes as per manufactures instructions complete as specified and as directed. Note: Quoated rate against the items is deemed to include necessary reinforcement as directed by Engr in charge

S&F of Precast reinforced cement concretemanhole chamber of depth 2.0 to 3.0m of circular/square/rectangle shape having thickness of wall 150mm with Size as per site requirement incl (a)demolition of existing manhole(b) manhole cover as suitable subbase bed concrete for manhole(d) connecting to existing sewage pipes as per manufactures instructions complete as specified and as directed. Note: Quoated rate against the items is deemed to include necessary reinforcement as directed by Engr in charge

P K ENTERPRISES

sree devi construction

m/s prabakaran

S.RAMACHANDRAN

TECKXPERT ENTERPRISES

K.AYYAPPAN

LAKSHMI ELECTRICAL ENTERPRISES

AR Mohamed Yakub and Co

M/s S & S Enterprises/ Suresh Shivasankarapillai

Shree Amritha builders