Provision of rest room for pump operator near 40 feet location and Addn/altn to roof and ceiling of bldg. No T-13 at DSC Centre Kannur under AGE (I) Cannanore.

Amount

Excavations in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation or for shafts, wells, cess pits, manholes, pier holes, UG cable, pole etc not exceeding 10 sqm on plan and not exceeding 1.50m in depth and getting out hard / dense soil all as directed.

M & L for plain cement concrete (1:4:8), type D2 using 40 mm graded stone aggregate as in foundation of building, pole, strut, stay etc all as specified and directed.

M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in foundation, footing, plinth beam, bases of column all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.

M&L for laterite stone masonry, regular coursed, well bonded and solidly hearted , built in CM (1:6) all as specified and directed.

M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in beams, lintel over 1.5m span all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.

S&F TMT bars 10 mm dia and over 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.

All as per Sl item No 6 above, but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders all as specified and directed.

M&L for use and waste formwork to sides of concrete foundations, footing, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work, vertical or batter, rough finished surface of concrete flats all as specified and directed

M&L for use and waste of form work to sides and soffits of lintel, beams etc rough finished surface of concrete all as specified and directed.

M&L damp proof course in cement concrete 1:2:4, type B0, (using 12.5mm graded stone aggregate) 40mm thick including necessary form work 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 surplus excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed.

M&L for structural steel work in tubular trusses including special shaped washer, 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.

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

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

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

M&L for Gl 600 x 600 mm snap grid frame, powder coated sections comprising of undermentioned sections etc for grid frame including 6mm thick high pressure steam cured, pre painted self embossed reinforced designer cement board conf to IS 14862-2000 placed on GI grid all as specified and directed :- (a) Suspended GI main runner 38 X 24mm bulb Tee sections fixed with 4 mm dia GI bar @ 1200 mm c/c, level shall be adjusted with fly/bionet screws. (b) Placed in position cress Tee 1200 mm long and 28.8 X 24 mm bulb Tee section @ 605 mm c/c using snap and bionet fixing arrangement to secure main runnners (c ) Ceiling GI 28.8 X 24 mm size bulb section installed 605 mm long in between cross Tee. (d) GI coated angle 24X24 mm fixed with PVC Rawl plugs and GI screws to secure with walls and all as per manufacturers instructions complete 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 100mm thick PCC 1:4:8 Type D2 (using 40mm graded stone aggregate) as in sub base of floor and paving including necessary form works all as specified and directed.

M&L 25mm thick PCC 1:2:4 Type B1 (using 20mm graded stone aggregate) as in sub base of floor and paving including necessary form works all as specified and directed.

M&L for coloured non-skid ceramic tiles, 7-8mm thick, area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in coloured / white cement to match including 15mm thick screed bed or bedding layer in cement mortar (1:4) all as specified and directed.

M&L for second class hardwood, plain, solid straight chowkats & frames wrought framed rebated on the solid rounded or chamfered put together with glue pinned at joints all as specified and directed.

S&F 3mm thick sheet glass, ordinary quality and glazing with oil putty in squares not exc 0.50 Sqm in each pane all as specified and directed.

S&F 30mm thick flush shutters, solid core construction with block board core and plywood face panels, commercial type on both sides complete all as specified and directed.

S&F 30mm thick second class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc; (with out sash bars), edges of framing, fitted with cut and mitered beads for securing glass, etc sizes of members of shutters as specified in SSR Part-I, Section 8, Clause 8.24 (a) all as specified and directed.

S&F galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with stainless steel wire staples all as specified and directed.

S&F stainless steel butt hinges medium weight; 75mm size as per IS 21817 fixed with stainless steel screws all as specified.

S&F stainless steel butt hinges medium weight; 100mm size as per IS 21817 fixed with stainless steel screws all as specified.

S&F stainless steel butt hinges medium weight; 125mm size as per IS 21817 fixed with stainless steel screws all as specified.

S&F aluminium anodised sliding door bolts 250mm with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed complete all as specified and directed

S&F aluminium anodised sliding door bolts 300mm with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed complete all as specified and directed

S&F extruded aluminum alloy anodized handle fabricated type 150mm size fixed with stainless steel screws all as specified.

S&F extruded aluminum alloy anodized handle fabricated type 125mm size fixed with stainless steel screws all as specified.

S&F extruded aluminum alloy anodized handle fabricated type 100mm size fixed with stainless steel screws all as specified.

S&F 200mm long aluminum anodized barrel tower bolts of extruded section fixed with stainless steel screws all as specified.

S&F 150mm long aluminum anodized barrel tower bolts of extruded section fixed with stainless steel screws all as specified.

S&F 100mm long aluminum anodized barrel tower bolts of extruded section fixed with stainless steel screws all as specified.

M & L for preparation of newly plastered surfaces of wall and applying a coat of acrylic wall care putty and making the surface smooth and even including sanding each layer to receive next new layer, one coat of wall primer and applying two coats of oil emulsion distemper and all as specified and as directed.

M&L for mild steel flat iron of size 25 x 3mm for holdfasts for securing new wooden frames and similar articles conforming to Fe-290 Gde-E-165 all as specified and directed.

M&L for PCC 1:2:4, type B1 using 20mm graded stone aggregate for fixing hold fast, coping, bed block etc including necessary form works all as specified and directed.

M&L for preparation of new plastered surfaces and applying 2 coat of cement base paint over a coat of primer on walls surfaces all as specified and directed.

M&L preparing new wooden surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel painting over a coat of pink primer all as specified and directed.

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

M & L for PCC (1:2:4), type B-1,using 20mm graded stone aggregate as in surface channels and drains all as specified and directed.

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

M&L 100mm thick PCC 1:3:6 Type C1 (using 20mm graded stone aggregate) as in path/hardstanding and paving including necessary form works finished even and fair at top without using extra cement all as specified and directed.

M&L 75mm thick PCC 1:3:6 Type C2 (using 40mm graded stone aggregate) as in plinth protection including necessary form works finished even and fair at top without using extra cement all as specified and directed.

Dismantling single layer Mangalore pattern tiles in roofing including tilting tiles all as specified and directed.

Dismantling of battens for tiles, shingles etc of any size including tilting fillets all as specified and directed.

Dismantling timber scantling 40 sqcm and over in section in any position unframed work all as specified and directed.

M&L for second class hard wood in scantlings clean sawn, unframed work, as in rafters, purlins etc. timber fixed all as specified and directed.

M&L for MS Rolled sections as Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) using Fe 410-w (Gde E -250) quality A all as specified and directed.

M&L for cement concrete (1:2:4) type B0 (using 12.5mm graded stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges all as specified and directed.

M&L for Gl 600 x 600 mm snap grid frame, powder coated sections comprising of undermentioned sections etc for grid frame including 4mm thick designer ceiling board of any texture such as lake/hill/oceanic/cascade/electra of M/s Everest ceiling grid system as per regular T-2430 or equivalnet in Ramco/Charminar/Amstrong placed on GI grid all as specified and directed :- (a) Suspended GI main runner 38 X 24mm bulb Tee sections fixed with 4 mm dia GI bar @ 1200 mm c/c, level shall be adjusted with fly/bionet screws. (b) Placed in position cress Tee 1200 mm long and 28.8 X 24 mm bulb Tee section @ 605 mm c/c using snap and bionet fixing arrangement to secure main runnners (c ) Ceiling GI 28.8 X 24 mm size bulb section installed 605 mm long in between cross Tee. (d) GI coated angle 24X24 mm fixed with PVC Rawl plugs and GI screws to secure with walls and all as per manufacturers instructions complete all as specified and directed.

M&L for preparation of new plastered ceiling surfaces and applying two coats of white wash all as specified and directed.

Demolition of brick or stone / boulder masonry built in cement or cement lime mortar, including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stone work and pre cast concrete articles and removing debris outside MD land all as 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.

Taking down cement or cement lime plaster on brick/stone walls or in ceiling surfaces incl racking out joints hacking for key scrubbing down with water etc and removing rubbish outside MD land all as specified and directed.

M&L for preparation of new plastered wall surfaces and applying 3 coats of white wash all as specified and directed.

M&L for second class hardwood, panelled shutter 35mm thick (two panel) with lock rail and panel of 9mm BWP, 12mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS: 1003 (Part I), kiln seasoned and chemically pressure treated all as specified and directed.

S&F stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples all as specified and directed.

Taking down chowkats with shutters any description n exc. 1.5 Sqm each (without taking off shutters from the frame) all as directed.

Taking down chowkats with shutters any description exc. 1.5 Sqm but n.exc 4 Sqm each (without taking off shutters from the frame) all as directed.

Taking down wooden door shutters of any description n exc 1 Sqm each all as directed.

Taking down wooden door shutters of any description exceeding 1 Sqm and not exceeding 2 Sqm each all as directed.

M&L for complete removal of existing treatment on surfaces of wall by scrapping down and applying two coats of cement base paint over a coat of wall primer and all as specified and as directed.

M&L for preparation of old plastered wall surfaces and applying two coats of white wash all as specified and directed.

M&L for preparing surfaces of wood and wood based materials new of any description and girth not otherwise described and treated with two coats of creosote oil all as specified and directed

M&L for preparing surfaces of old wood and wood based materials new of any description and girth not otherwise described and treated with a coat of creosote oil all as specified and directed

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and removing debris outside MD land all as directed.

S&F PVC(SWR) pipe 180 mm bore for half round gutters including drop ends/stop end fixing with MS/PVC clamps suitable for steel sheet roof fixed complete all as specified and as directed

S&F 75 mm PVC (SWR) down take pipes single socketed, in any length with rubber ring joints, fixed to wall complete all as specified and as directed

T.P.SUNIL KUMAR

JEETH CONSTRUCTION