Work of Construction of 1 no. 100 MVA 220/66 KV T/F And Allied Civil Works At 220 KV S/Stn Sandhaur

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.

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 mechnically batch mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but execulding steel reinforcement centring and shuttering in super structure.

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.

12.5mm Thick Cement Plaster 1:3

12.5mm Thick Cement Plaster 1:5

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

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

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

Stacking within 15 metres of the unloading points into stacks of specified sizes.

Dismantling brick work tile, masonry or tile lining in cement

Dismantling concrete:Cement concrete plain1:2:4 mix

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

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

NON SECHDULED RATES

MS cleats 65x65x6 mm- 19 mm for T/F plinth as per Drg no. CW/DS-1495.

Provding & fixing base plate 235x220x12 mm for transformer plinth as per Drg no. CW/DS-1495.

Providing & fixing 12.5x300 mm long anchor bolts as per Drg no. CW/DS-1495.

P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per Drg no. CW/DS-1495.

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 no. CW/DS- 2887 R-1

P/F MS angle iron nosing of size 50x50x3 mm complete in all respects forcable trenches as per drawing no. CW/DS- 2887 R-1

Supplying ,Hoisting & placing of Ferro-cement trench cover, frame of size given bleow made of MS flat 50x3mm with 6mm dia bars at 4-1/2” and 9” c/c welded to flat with lifting hook as per DRG.No. CW/ DS-2537-R-5, CW/DS- 2887 R-1 and CS/DS -2420 –R-3 and as per Technical Specification no. 13 enclosed hereby complete for the following sizes.

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

S&F Tr cover 2'8''x1'6''-T-1

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

Fixing of templates along with foundation bolts as per various PSTCL approved drawings for various equipment.

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 surplus soil upto lead of 1 KM including loading/unloading

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

Cement

Steel

Fine sand

Bricks

Coarse aggregate 13.2/12mm

Coarse aggregate 11.2/10mm

Coarse sand

Stone metal 40mm

Recovery of dismantled bricks

Recovery of brick bats

Bidder Name

Amount in Words

Mahesh Kohli Goverment Contractor

PAUL AND COMPANY

G.S.Construction Co.

PAUL AND COMPANY

Mahesh Kohli Goverment Contractor