Construction of Addl 100 MVA T/F Plinth and allied civil works at 220 kV S/S Badshahpur

Amount

Recovery of brick bats

Stacking of gravel already spreaded at site

Earth work in excavation in foundations, 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 the edge of excavation

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

Dismantling brick work tile masonary or tile lining.(b) In cement

Dismantling Concrete 1:4:8 or 1:5:10

Dismantling Concrete 1:2:4

Dismantling RCC

Scraping of Bricks dismantled from brick work in lime or concrete

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved.

Centring and shuttering for columns (Square or rectangular or poly gonal in plain)

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

Cement Concrete 1:8:16 with stone ballast 40mm gauge stone aggregates using concrete mixer volumetric type

Cement Concrete 1:6:12 with stone ballast 40mm gauge stone aggregates using concrete mixer volumetric type

Cement Concrete 1:5:10 with stone ballast 40mm gauge stone aggregates using concrete mixer volumetric type

Cement Concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type

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 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

Relaying of gravel on PCC Flooring

Extra for vibrator used by the contractor at his own cost.

Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 2 metres or part thereof.

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 mortar1:5 in first storey upto 4 metres above plinth level

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

115 mm thick brick wall laid in cement 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 40mm 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 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths). CSR 14.137

12.5 mm thick cement plaster 1:3

12.5 mm thick cement plaster 1:4

12.5 mm thick cement plaster 1:5

20mm thick cement plaster 1:4 in two coat work

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position R S Joists

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

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

Welding by gas or by electric plant, including carriage to and from workshop.

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 stainer and pipe above 75mm dia above: From 0 to 15m

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 15m but upto 30m

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 30m

Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100sqm

Supplying and spreading of crushed stone3/4" nominal size(20mm) in 3" (75mm) thick layer over PCC flooring in the switch yard area marked or as per directions of Engineer-in-Charge.

PCC Flooring 1:5:10 complete

Disposal of Surplus Earth

Recovery of bricks

P & F M.S.Cable Racks made out of M.S Flat 75x6 mm & M.S.Angle Iron for various size of40x40x5 mm complete as per drg.

Providing and fixing MS Angle iron nosing made out of 50x50x3 angle and flat 25x3 mm 600mm c/c wt 2.56 kg/mtr. complete in all respects

Providing & fixing Angle Iron nozing made out of 50x50x6 mm angle Iron & with M.S Flat of size25x3 mm Hold Fast 125 mm long at 60 cm c/c complete in all respect for out door cable trenches.

Providing and Fixing of MS 12.5 mm dia 300 mm long anchor bolts as per drawing.

Providing & Fixing base Plates Size 235x220x12mm with 4 No. holes at site for Transformer plinth

Supply & Fixing MS Cleats 65x65x6 mm - 19 mm weighing about 425 grams for T/F Plinth

Fixing of Template along with foundation bolts as per Drg.

Supplying hoisting of Ferro cement trench cover frame of size given below made of MS flat 50X3mm with 6mm dia bars with 9/2" and 9"C/C welded to flat with lifting hooks as per drg. no C/W DS-2537 R5 and CW/DS 2420 R3 complete Trench Cover T-4 Type ( 2’-6” x 1’-9”)

Supply , Hoisting & plaicng of ferro cement trench covers,frames of size given below made of MS Flat 50x3 mm with 6mm dia bars at 4.5 "and 9"welded to flat with lifting hook as per Drg No CW/DS2537 R5 and CS/DS2420 R3 Complete - T3 - type (2'-2"x2"-2")

Supply , Hoisting & plaicng of ferro cement trench covers,frames of size given below made of MS Flat 50x3 mm with 6mm dia bars at 4.5 "and 9"welded to flat with lifting hook as per Drg No CW/DS2537 R5 and CS/DS2420 R3 Complete - T1- type (2'-2"x2"-2")

Extra Carriage of materials & diff. of rates of material- Cement

Extra Carriage of materials & diff. of rates of material- Steel

Extra Carriage of materials & diff. of rates of material- Fine sand

Extra Carriage of materials & diff. of rates of material- Coarse Sand

Extra Carriage of materials & diff. of rates of material- Crushed bajri 13.2mm

Extra Carriage of materials & diff. of rates of material- Crushed bajri 11.2mm

Extra Carriage of materials & diff. of rates of material- Stone metal 40mm

Extra Carriage of materials & diff. of rates of material- Bricks

Bidder Name

Amount in Words

INDO ENGINEERING WORKS

PAUL AND COMPANY

RANA AND CO.

PAUL AND COMPANY

INDO ENGINEERING WORKS