Work of Construction 12.5 MVA 132-11KV T-F plinth and allied civil works at 132 KV SS Balluana

Amount

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.

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

Centering and Shuttering for Columns.

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves et

Cement Concrete 1:4:8 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-25 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 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.

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

12.5mm Thick Cement Plaster 1:3

12.5mm Thick Cement Plaster 1:5

20mm Thick Cement Plaster 1:4 in two coats work

Painting two or more coats with anticorrosive bitumastic Paint to give an even shade

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

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

Brick on end edging-Providing and laying of Brick on end edging6.83cm 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

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same inTrenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications-160mm o/d PVC pipe of 4 Kgf. / sqcm

Providing and fixing RCC manhole covers only-455 x 610 mm rectangular RCC man hole cover only as per ISI-Heavy duty

Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levelsetc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects-200mm i/d pipe.

NON SECHDULED RATES

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

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

Providing & fixing 12x300 mm long anchor bolts.

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.

P&F Angle Iron Nozzing 50x50x3

P-type 3'4"x1'6"

S&F Tr cover 2'6''x1'9''-T-4

S&F Tr Cover 0.65mx0.65m-T-3

Fixing of templates along with foundation bolts as per Drg.

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.

Supply & fixing Non Clog pump of 3BHP 9 Phase of "Crompton" Make

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

Cement

Tor steel & Anchor/fdn bolts

Fine sand

Bricks

Coarse aggregate 13.2/12mm

Coarse aggregate 11.2/10mm

Coarse sand

Stone metal 40mm

M/S H.S. CONSTRUCTIONS, BATHINDA

The New Gurusar Co Op L and C Society Ltd.

THE BHAGU ROAD CO-OP L AND C SOCIETY LTD