8560/E8

Amount

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

Demolition of concrete unreinforced of any description and in any position not otherwise specifically provided for all specified and directed

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for all as specified and directed.

Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, including ashlar facings, dressed stone work and precast concrete articles all as specified and directed.

Taking down cement plaster of any description on stone walls including raking out joints, hacking for key, scrubbing down with water all as specified and directed.

Raking out joints/pointing in walls for random rubble or polygonal rubble uncoursed or brought up to courses masonary built in cement or cement lime mortar all as specified and as directed.

Dismantling wrought iron or mild steel work of any description not otherwise specifically provided for all as specified and directed..

Dismantling structural steel work including doors, gates but excluding framed truss all as specified and directed..

Dismantling plain corrugated steel sheeting any gauage/thick ness including Nainital and similar pattern all as specifed and as directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground all as specified and directed.

Dismantling fencing wire mesh, any size and type all as specified and directed.

Dismantling 150 mm dia CI pipes jointed in cement mortar and taking out of trenches if required all as specified and directed.

Dismantling 100 mm dia CI pipes jointed in cement mortar and taking out of trenches all as specified and directed.

Excavation in trenches not exc 1.5m wide and not exc 1.5m depth for man holes and sewage lines and not exc 10 sqm on plan and getting out for hard/dense soil all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25cm in hard dense soil all as specified and directed.

Removing excavated soil not exc 50m and depositing where directed at a level not exc 1.5m above the starting point all as specified and directed.

M&L PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete all as specified and directed.

M&L PCC 1:3:6 type C2 (using 40mm graded crushed stone aggragates) as in foundation filling and mass all as specified and directed.

M&L PCC 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in coping including necessary form work all as specified and directed.

M&L providing precast cement concrete type 1:2:4 type B-1, (using 20 mm graded crushed stone aggregate) as in landing, cover slab (for manholes etc) chullah hoods, chajjas, water trough mangers, shelves, and similar articles with plain faces all as specified and directed.

M&L 75 mm thick PCC 1:3:6 type C-1, (using 20 mm graded crushed stone aggregate) finishing concrete surface even and smooth without using extra cement as in plinth protection all as specified and directed.

M&L 40 mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) in flooring finished surfaces even and smooth using extra cement all as specifed and directed.

M&L prepolished chequered cement concrete tiles 25cm x 25cm/ 30cmx30 cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and laid over and including 20 mm thick screed bed or bedding layer of morter in CM 1:6 all as specified and directed

M&L 25mm thick (measured solid) precast cement concrete 1:2:4 type B 0 (using 12.5 mm graded crushed stone aggregate) as in louvres and jallies, including all mouldings but excluding frame (pre cast frame shall be measured and paid separately) and set in cement mortar 1:4 all as specified and directed.

M&L sand filling under floors or in foundation including watering and consolidation all as specified and directed.

M&L 80 mm thick M-40 grade machine pressed precast concrete interlocking paver block any shape and size casted in plastic moulds and compacted on vibratory table confirming to IS 15658-2006 with grey cement and pigment all as specified and directed.

M&L 60mm thick, M-30 grade machine pressed precast concrete interlocking paver block any shape and size casted in plastic moulds and compated on vibratory table confirming to IS 15658-2006 with grey cement and pigment all as specified and directed.

M&L PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channel and drain all as specified and directed.

Extra for forming fair finished drain and channel 30 cm inner grith in cement concrete using extra cement in forms mould mitred/stopped ends all as specified and directed.

Add or deduct for each 25 mm girth or part thereof over or under 30 cm all as specified and directed.

M&L PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes 150 mm dia pipes including packing under and haunching against the sides of pipes after they are laid and tested all as specified and directed.

M&L for PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in concrete bed to 100/110 mm dia pipes including packing under and haunching against the side of pipes after they are laid and tested all as specified and directed.

M&L for pre cast cement concrete 1:3:6 type C1(using 20mm graded crushed stone aggregate) as in solid block masonary exceeding 10cm thick and set in cement mortar 1:6 all as specified and directed..

All as per serial item No.33 here in before but except PCC bolcks

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

All as per serial item No.35 here in before but except stones.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, all as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 20 mm all as specified and directed.

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

M&L for hand packing (any thickness) at back of walls etc with broken stone or boulder and raising (or lowring) to the required level all as specified and directed.

M&L for rendering 15 mm thick in CM 1:4 using river sand on brick or concrete surfaces finished surface even and smooth without using extra cement all as specified and directed.

M&L for preparing of newly plastered surfaces of wall and applying two coats of cement base paint all as specified and directed..

M&L 150 mm dia CI pipe (sand cast) soil waste and vent pipes in any length with or without ears with cement joints laid in trenches or in floors all as specified and directed.

All as per item No 42 above but except pipe all as specified and directed.

M&L 100 mm dia CI pipe (sand cast) soil waste and vent pipes in any length with or without ears with cement joints laid in trenches or in floors all as specified and directed.

All as per item No 44 above but except pipe all as specified and directed.

S&F in repair 100 mm bore cast iron "P" or " S" trap all as specified and directed.

S&F in repair 150mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints laid in trenches or in floor all as specified and directed.

S&F in repair 110mm bore PVC (SWR) pipe single socketed any length with rubber ring joints laid in trenches or in floor all as specified and directed.

S&F in repair 75 mm bore PVC (SWR) pipe single socketed any length with rubber ring joints laid in trenches or in floor all as specified and directed.

S&F in repairs PVC (SWR) bends any radius 110mm bore pipe all as specified and directed.

S&F in repair 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement all as specified and directed.

S&F PVC (SWR) 'S' trap bore 125/110 mm all as specified and directed.

M&L TMT bars 10 mm dia and over, cut to length, bent to shape required including crancking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire annealed not less than 0.9 mm dia or securing with clips in quality all as specified and directed.

All as per item No 53 here in before but 6mm to 8mm dia quality confirming all as specified and directed.

Taking out water from septic tank by pumping/manually in foul position all as specified and removing to out side MD land all as specified and directed.

Removing sludge mixed with water n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point and burried in ground by digging, including RFR working in foul position all as specified and directed.

Cleaning of existing sewage lines of any size by rodding with split bamboo or any other means as approved and removal of blockage including taking out existing RCC cover slabs of manholes of any size without damaging the slab covers to facilitate cleaning and replacing back in original position & cleaning debris/sludge in pipe line of any type all as specified and directed by the Engineer-in-charge

Cleaning of manhole of any size by removing of sludge mixed with water n exc 50 M away from the site all as specified and directed.

M&L for cleaning of blockage of water closet (Indian or European), trap & CI pipe line upto first manhole manually by rodding, pumping, etc and removing the deposited sludge/solid/liquid material, outside MD land all as specified and directed.

All per item No 59 here-in-before but for floor/nahani trap of kitchen/bathroom upto gully trap (excluding gully trap).

All as per item No 59 here-in-before but for Gully trap upto first manhole.

S&F MS work as in post and struts in fencing including cutting tops to shape as directed, drilling holes notching for wire, etc. flat iron fillets ( for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.and similar work conforming to Fe-290 Gde E-165 all as specified and directed.

Supply only chain link MS galvanised fencing, any size or type all as specified and directed.

Fixing only chain link fencing including line wire, any mesh, size and type to any type of standards, rails, straining bolts, etc including provission of binding wire all as specified and directed.

S&F galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with2mm dia barbs at 75mm spacing and straining and and fixing to any type of standred rails straining bolt including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins all as specified and directed.

M&L mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long dia of shank 5 to 10 mm all as specified and directed.

S&F rolled mild steel work in tubular section including special shaped washer using ERW or induction butt welded tubes conforming to IS.1161- 1979 grade St.-240 all as specified and directed.

S&F rolled mild steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats confirming to Fe 410 all as specified and directed. -W (Gde- E- 250) quality- A complete all as specified and directed.

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

S&F 0.63mm thick galvanised corrugated mild steel sheeting with grade of zinc coating with two corrugation side lap fixed with L or J type or cranked hook bolts in roof wall etc. complete all as specifed and as directed.

S&F rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, drilled for fixing steel sheeting or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing etc confirming to Fe 410 -W (Gde- E- 250) quality- A all as specified and directed.

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

Ganesh Dimri Construction