864WS-41/2022-23

Amount

Surface dressing not exc 15cm deep and getting out in any type of soil, complete all as specified and as directed.

Excavation in trenches not exc 1.50 mtr wide and not exc 1.50 mtr in depth for foundation, shafts, cesspits, manholes, pier holes etc. not exc 10 Sqm on plan and getting out in any type of soil, complete all as specified and as directed.

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

M&L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 mtr mean radius, built in cement mortar 1:4 as in manhole, wall, Drain etc complete all as specified and directed.

M&L for RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases or columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed.

M&L for RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5, complete all as specified and directed.

M&L for RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in , Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. Note for srl No 5 to 7 : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for rough finished surfaces of concrete, complete all as specified and directed.

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc, for rough finished surfaces of concrete, complete all as specified and directed.

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), for rough finished surfaces of concrete, complete all as specified and directed.

TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.

All as per serial item No. 11.00 here in before but, TMT mild steel bars, 5mm dia and over upto and including 10mm dia, in stirrups, spacers & binders, complete all as specified and as directed by Engr-in-Charge.

15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc. surfaces in cement mortar 1:4 and finished even and smooth without using extra cement including mixing Liquid water proofing compound in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compound to be measured and paid for separately as supply only.

15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Preparation new surfaces plastered or unplastered and applying two coats of cement base paint on wall over a coat of suitable primer, complete all as specified and as directed by Engr-in-Charge.

Preparation new surfaces plastered or unplastered and applying two coats of oil bound distemper over a coat of primer over a coat of white cement based wall care putty on walls to give uniform surface, complete all as specified and as directed by Engr-in-Charge.

Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded Single Side Prelam PVC sheet used instead of Plain colour PVC sheet and stile & rails having one side feathered edge and on other side 10mm 90⁰ bent edge having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing, complete all as specified and as directed by Engr-in-Charge.

Solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, in opening as per specification and drawings complete all as specified and as directed by Engr-in-Charge.

Steel ventilators with centre hung shutter including two pairs of brass cup pivots, catch spring and pulley wheel, complete e all as specified and as directed by Engr-in-Charge.

3 mm thick sheet glass ordinary quality and glazing with oil putty or wooden beads in squares not exceeding 0.50 Sqm in each pane complete all as specified and as directed by Engr-in-Charge.

Non skid, coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match over & including 15mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge

Glazed coloured ceramic joint free/rectified tiles 300mm x 200mm and 7 mm thick on vertical surfaces of walls as in dado/skirting etc., set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including 10 mm thick screed bedding/ backing layer in CM 1:3, complete all as specified and as directed by Engr-in-Charge.

Mild steel butt hinges medium weight cold rolled, 75mm size, complete all as specified and as directed by Engr-in-Charge.

150 mm aluminium handles, fabricated type anodised complete all as specified and directed. (ISI Mark)

150 mm aluminium anodised, barrel tower bolts of extruded section complete all as specified and as directed by Engr-in-Charge. (ISI Mark)

M&L for 3-layer PP-R Polypropylene random copolymer) pipes 20mm bore, SDR 7.4 & SDR 11 UV stablised and antimicrobial welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc complete all as specified and as directed by Engr-in-Charge.

M&L for 3-layer PP-R Polypropylene random copolymer) pipes 25mm bore, SDR 7.4 & SDR 11 UV stablised and antimicrobial welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc complete all as specified and as directed by Engr-in-Charge.

M&L for Cutting chases, pinning in brick wall, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc. and making good, cutting exceeding 20cm thick etc complete all as specified and as directed by Engr-in-Charge.

Bib taps , fancy type cast copper alloy, chromium plated, with crutch or butterfly handle screwed down for iron pipe or for brass ferrule for bore of pipe 15 mm, fixed in repair complete all as specified and as directed by Engr-in-Charge.

10 litres capacity PVC valveless, symphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets with twin flush provision, fixed in repair, complete all as specified and as directed by Engr-in-Charge.

PVC connection 15mm size with PTMT nuts of length 450mm fixed in repair complete all as specified and as directed by Engr-in-Charge.

Angle valves, fancy type chromium plated cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions of bore 15mm with adjustable flanges, complete all as specified and as directed by Engr-in-Charge.

Vitreous china water closet, 'Orissa pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap, anti syphonage pipe etc. complete , complete all as specified and as directed by Engr-in-Charge.

Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of bore 20mm , complete all as specified and as directed by Engr-in-Charge.

Rotational moulded polyethylene water storage tank , two layers, ISI marked (cylindrical vertical with closed top) hoisted with Threaded Cap and fixed in position all as specified in SSR Part-I of Capacity 1000 litres each including all accessories (i.e GI nipples and Ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe of bore 20mm/25mm (Minimum weight 210 gram) etc), complete all as specified and as directed by Engr-in-Charge.

110mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints, fixed to floor/ wall, complete all as specified and as directed by Engr-in- Charge.

75mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints, fixed to floor/ wall, complete all as specified and as directed by Engr-in- Charge.

110 mm bore PVC SWR bends and fixed solvent etc complete all specified and as Directed (ISI Marked)

110 mm bore PVC SWR junction single, (Single T) equal or unequal and fixed solvent etc complete all specified and as Directed (ISI Marked)

Chequered cement concrete tiles 30cm x30cm and 25mm thick, set, jointed and pointed in neat cement slurry with grey cement and no pigment in floors, over & including 15mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge etc complete all specified and as Directed

S&F Pre-painted coloured corrugated profiled Galvalume/Zincalume sheet with min 0.50mm TCT with BTM of 0.45mm thick conforming to IS -513(AZ-150 GSM,Al Zn alloy metallic coating 550MPA yield stress as per AS-1397),as in roof covering/cladding to wall fixed with self taping screws, colour/exterior coat of silicon modified polyester/ BHP x RW paint system 20 micron top coat applied over 5 micron primer and a micron polyester back coat applied over 5 micron primer, all fixed with galvanised self drilling self tapping fastener(12-14x55 with EPDM seals), complete all as specified and directed.

Pre-painted coloured plain steel profiled Galvalume/Zincalume sheet with Min 0.50 mm TCT with BTM of 0.45mm thick conforming to IS-513(AZ-150 GSM, Al Zn alloy metallic coating 550 MPA yield stress as per AS-1397) as roof ridge colour/exterior coat of silicon modified polyester/BHPxRW paint system 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 micron primer ,all fixed with Galvanised self drilling self-tapping fastener (12-14x55 with EPDM seals) complete all as specified and directed.

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) Fe-410- W(Gde E-250) quality 'B' including distance pieces, cleats etc complete all as specified and directed.

Preparation of new steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed by Engr-in-Charge.

25mm thick PCC (1:2:4) type B-0 (using 12.5mm graded crushed stone aggregate) as in floor fough finish to receive floor finishes over and including 75 mm thick plain cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in sub base concrete, complete all as specified and as directed by Engr-in-Charge.

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

Providing 75 mm thick cement concrete 1:3:6 type C-2 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints through out the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and as directed by Engr-in-Charge.

Returning, filling in including spreading, leveling, watering and well ramming in layers not exc 25cm thick, complete all as specified and as directed.

Removing of excavated soil to a distance not exc 50 mtr and depositing where directed at a level not exc 1.50 mtr above the starting point, complete all as specified and directed.

Demolition and breaking up drain pipes not exceeding 200mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and directed.

M & L for 150mm bore Reinforced concrete pipes, class NP2, laid and jointed with CM 1:3, complete with collars, complete all as specified and directed.

M & L for 200mm bore Reinforced concrete pipes, class NP2, laid and jointed with CM 1:3, complete with collars, complete all as specified and directed.

Plain cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipes all as specified. Note:-(i) Thickness of bed below barrel of pipe-10 Cms. (ii) width of bed- outer dia of pipe plus 30 cms.

Plain cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in concrete 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. Note:-(i) Thickness of bed below barrel of pipe-10 Cms. (ii) width of bed- outer dia of pipe plus 30 cms.

M&L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 mtr mean radius, built in cement mortar 1:6 as in manhole, wall, Drain etc complete all as specified and directed.

15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and directed by Engr in Charge.

M & L for Cutting into existing manholes for connecting new drains, making good to pipe 200mm bore 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-l smooth finished, and reforming benching as required

Providing cement concrete1:2:4 mix type B-1(using 20mm graded crushed stone aggregate), as in steps, seismic and other similar bands, parapets and railings up to 60 cm in height, coping, kneeless apex stones , bed plates, kerbs not provided for including weathering, slightly rounded or chamfered angles, necessary form work, complete all as specified and as directed by Engr-in-Charge.

M/S TAJ DIN KHARI

ZAHOOR ENGINEERING WORKS

M/S Tajamul Ah Buchh

BASHIR AHMAD MIR