Provn of certain civil works at MH Kannur and 122 Inf Bn (TA) Kannur under AGE (I) Cannanore.

Amount

Excavating in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth for laying of UG cable, pipe, pole, stay etc and n exc 10sqm on plan and getting out in hard/dense soil all as specified and directed.

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

Removing excavated materials (soil) to a distance exceeding 250m but n exceeding 500m and depositing where directed at a level 1.5m above starting point all as specified and directed.

S&F for LLDPE septic tank conventional type for 30 users capacity designed to carry sewage and sullage water including necessary earth work excavation in any type of soil, PCC foundation in 1:4:8, returning filling of soil, removal of surplus soil, connecting sewer and vent pipe complete all as directed by Engineer in charge.

M&L for soak well of size 1.20m dia x 3.00m deep all as per TD drawing TD/ST/747 sh 1/1 dt 22.01.2011 as in earth work excavation in hard dense soil, PCC 1:3:6 foundation, honey com brick masonry in CM 1:3, RCC 1:1.5:3 roof slab including form work, steel reinforcement, RCC precast manhole cover laid on angle iron frame work fixed in RCC, including rendering, vent pipe, inlet-oulet pipes complete all as per TD drg and directed by Engineer in charge.

M&L PCC 1:4:8, Type D2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete etc. all as specified and directed.

M&L for providing pre-cast cement concrete block masonry with solid blocks, exc.10cm in width with PCC (1:3:6), type C1, using 20mm graded stone aggregate and set in cement mortar (1:6) complete all as specified and directed.

M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping over walls including form work complete all as specified.

M&L for precast RCC 1:2:4, type B1, using 20 mm graded stone aggregate as in cover slab and like set in cement mortar 1:4 complete including necessary form works all as specified and directed. Note : Reinforcement shall be measured and paid seperately.

S&F TMT bars 6 to 8mm dia as in reinforcement, 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 0.90 mm dia or securing with clips all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:6) on concrete surfaces, finished even and smooth without using extra cement all as specified and directed .

M&L PVC (SWR) pipe 160mm bore single socketed with solvent cement joints laid in trenches all as specified and directed.

M&L PCC (1:4:8) type D2 (using 40mm stone aggregate) concrete bed to drain pipe 160 mm bore including packing under and haunching against the sides of pipe after they are laid and tested all as specified and directed.

S&F powder coated anodised aluminium frame for doors, windows, ventilators, with one or more rebates including joining cleats for fixing etc, complete all as specified and directed Note:- Thickness of powder coating shall not be less than 50 micron.

S&F powder coated aluminium door shutters of approved colour with aluminium sections weighing 0.55 Kg/m including necessary joining cleats, glazing clips, rubber neoprene packing, aluminium snap beading, screws, aluminium fittings such as hinges 100mm type B21 3Nos, suitable handles 2 Nos, 250mm long sliding bolt in each shutter complete all as specified and directed. Note:- Thickness of powder coating shall be 50 micron

S&F powder coated anodised aluminium 6mm thick deco grill 50x50mm mesh (weight not less than 2.54Kg/Sqm)fixed to aluminium window frame including joining cleats for fixing etc, complete all as specified and directed. Note:- Thickness of powder coating shall not be less than 50 micron.

S&F 4mm thick plain sheet glass ordinary quality glazing with oil putty in squares not exc 0.50 Sqm in each pane all as specified and directed.

S&F aluminium (extruded section) body Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed all as specified and directed.

S&F Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, Overall length of cover plate 150mm and fixed all as specified and directed.

M&L chequered cement concrete tiles, 200x200x25mm thick set, jointed and pointed in neat cement slurry in floor with grey cement and pigments including 15mm thick screed bed or bedding layer in cement mortar (1:6)all as directed.

M&L for preparation of new plastered surfaces and applying 3 coat of white wash on walls surfaces all as specified and directed.

Excavating in post holes each n.exc 0.50 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm in hard dense soil and making good the surface all as specified and directed.

M&L PCC 1:2:4, Type B2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete etc. all as specified and directed.

M&L for structural steel work in tubular trusses including special shaped washer, two coats of synthetic enamel paint over a coat of primer etc, complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade st-240 all as specified and directed.

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturers instructions as directed.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified and directed.

M&L for hard core of guage n.exc 63mm broken stone or boulders, deposited, spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface all as specified and directed

M&L for 75mm thick PCC 1:4:8, type D2 using 40mm graded stone aggregate as in sub base for floors all as specified and directed

M&L for 40mm thick PCC 1:2:4, type B1 using 20mm graded stone aggregate as in sub base for floors all as specified and directed

M&L for preparation of new steel surfaces of any description, not otherwise described exc 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of pink primer all as specified and directed.

M & L for PCC (1:3:6), type C-1,using 20mm graded stone aggregate as in surface channels and drains all as specified and directed.

M & L for PCC 1:2:4, type B1, using 20mm graded stone aggregate for lintel, coping, hold fasts, block including necessary use and waste of form work complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:4) on concrete surfaces, finished even and smooth without using extra cement all as specified and directed .

M&L for 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, using 20 mm graded stone aggregate, smooth finished, and reforming benching as required, internal dia of pipe in 150 mm all as specified and directed.

Sujith T