Construction of addl. 12.5 MVA T/F plinth alongwith allied civil works at 220 KV S/S Ablowal

Earth Work in Excavation in foundation trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed with in lead of 30 metres.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres

Dismantling brick work tile, masonry or tile lining-In cement

Dismantling Reinforced cement concrete

Scraping-Bricks dismantled from brick work in lime or cement.

Shuttering for faces of concrete fdns and fdns. Beam & Plinth Beam.

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Centering and Shuttering for Columns

Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels

Centring & shuttering for flat surfaces such as suspended floors, roofs landings etc.

Cement Concrete 1:8:16 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type.

Cement Concrete 1:6:12 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type.

Cement Concrete 1:5:10 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type.

Cement Concrete 1:2:4 with stone ballast or shingle(mixing by mechanical means using Concrete mixer volumetric type.

Reinforced cement Concrete M-20 mechanically batch mixed IN Fdn/Plinth using batch type Concrete mixer as per IS:791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Extra for using needle vibrator where not included in the rates

First Class Burnt Brick Work laid in cement sand mortar 1:7 in Foundation and plinth.

First Class Burnt Brick Work laid in cement sand mortar 1:6 in Foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

115mm Thick Brick Wall in cement sand mortar 1:4 without reinforcement in Foundation and plinth.

Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material.

Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material.

Providing and laying vitrified floor tiles of different sizes in light colour shades made using Double Charge technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Design is homogenous throughout the tile body ) Size 600x600 mm

12.5mm Thick Cement Plaster 1:3

12.5mm Thick Cement Plaster 1:4

20 mm Thick Cement Plaster 1:4

12.5 mm thick cement plaster 1:5

20mm thick cement plaster 1:5 in two coat work

Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm

Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)

Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish

Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)

For shutter area above 0.50 sqm

Providing and fixing hydraulic door closer ISI mark with necessary screw etc. CompleteI.S.I Designation No. III (size of door 851mm to 1000mm)

Providing and fixing aluminium work for doors,windows, ventilators & built up standard tubular sections & other sections 733 & IS 1285 of Jindal / equivalent make approved ny engg incharge fixed with rawl plugs & screws with fixing clips or with expansion hold fastners i/c necesasry fitting up to gap at junctions, top, bottom a7 sides reqiored PVC plugs Aluminiumsections shall be smooth rusat free straight & jointed mechanically complete as per architectural drawings & the directions of engineer incharge.

Fixed portion for chowkats

Shutters of doors / windows/ cup Boards

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminated particle board with decorative lamination on Both side.

P&F glazing in aluminium doors windows ventilators shutters & partitions as per architectural drawings and the directions of engineer incharge -Float glass panes of 5 mm thickness

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.R S joists & Anchor fdn MS

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position-FLATS

12 mm dia Anchor bolts 300 mm long

Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects.-Above 20mm dia bars

Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete.

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-From 0 to 15 m.

Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-Exceeding 15 m but upto 30 m.

Non Scheduled Items

MS cleats 65x65x6 mm- 19 mm for T/F plinth

Provding & fixing base plate 235x220x12 mm for transformer plinth.

P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per drawing.

Providing and fixing of M.S. Cable racks made out of M.S. flat 75x6 mm or M.S. angle 40x40x6 mm complete in all respects as per drawing.

Providing & Fixing MS nosing made of angle of size 30x30x3 mm with MS flat of 15x4 mm and 6 mm dia steel bar complete as per drawing and directions of Engineer-in-Charge

P&F Angle Iron Nozzing 50x50x3

Providing & Fixing MS Chequred plates of 5 mm thickness complete as per directions of Engineer-in-Charge

S&F Tr cover 2'6''x1'9''-T-4 as per Specification no. 13

S&F Tr Cover 0.65mx0.65m (2' 2''x2' 2'') -T-3 as per Specification no. 13

S&F Tr Cover 0.65mx0.65m (3' 4''x1' 6'') -P-Type as per Specification no. 14

Fixing of templates along with foundation bolts as per Drg.

Recovery of bricks

Recovery of brick bats

Supplying & spreading of crushed stone ¾” nominal size (20mm)in 3” (75mm) thick layer in the switch Yard Area marked or as per direction of the Engineer-In-Charge i/c levelling & removal of grass at site.

Disposal of malba including loading and disposing upto a lead of 1.0 KM complete as per satisfaction of engineer-in-charge

Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable)

Fine sand

Bricks

Coarse aggregate 13.2/12mm

Coarse aggregate 11.2/10mm

Coarse sand

Stone metal 40mm

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