Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2024
Closing Date27 Jun 2024
Tender Amount₹ 2,67,92,000 
Notes
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Costs

Description

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BOQ Items

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Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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Km : 0/0 - 4/980

6176.25

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Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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Km. 0/0 - 1/0

1231.03

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Km. 1/0 - 2/0

1250.66

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Km. 2/0 - 3/0

1239.18

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Km. 3/0 - 4/0

1240.81

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Km. 4/0 - 4/980

1151.82

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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel Shoulder)

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Km. 0/0 - 1/0

560.59

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Km. 1/0 - 2/0

562.5

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Km. 2/0 - 3/0

560.87

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Km. 3/0 - 4/0

560.87

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Km. 4/0 - 4/980

534.49

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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).

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Km. 0/0 - 1/0

571.56

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Km. 1/0 - 2/0

562.5

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Km. 2/0 - 3/0

563.88

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Km. 3/0 - 4/0

563.22

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Km. 4/0 - 4/980

564.06

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Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity

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Km. 0/0 - 1/0

3810.38

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Km. 1/0 - 2/0

3750

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Km. 2/0 - 3/0

3759.12

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Km. 3/0 - 4/0

3754.8

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Km. 4/0 - 4/980

3760.37

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Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).

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Km. 0/0 - 1/0

3823.13

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Km. 1/0 - 2/0

3750

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Km. 2/0 - 3/0

3770

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Km. 3/0 - 4/0

3765.68

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Km. 4/0 - 4/980

3782.12

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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [MIX SEAL SURFACING USING WASTE PLASTIC]

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Km. 0/0 - 1/0

3823.13

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Km. 1/0 - 2/0

3750

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Km. 2/0 - 3/0

3770

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Km. 3/0 - 4/0

3765.68

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Km. 4/0 - 4/980

3782.12

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Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

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Km. 2/0 - 3/0

1.69

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Km. 3/0 - 4/0

0.56

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Km. 4/0 - 4/980

2.81

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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

996

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Provision for Road Marker/ Road stud with lens Reflector

90

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Provision for Name Board

1

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Provision for PMGSY Logo Board

4

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Provision for Sign Board (1 curve =2Nos)

18

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Provision for Chevron Sign Octogan Board (90cm)

2

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Provision for 60 cm Circle(Mandatory Sign Baoard)

4

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Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker

24

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Provision for Citizen Information Board

1

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Provision for Maintenance Board

1

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Provision for KM Stone

4

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Provision for HM Stone

20

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Provision for Cross Drainage Works

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Construction of 1.5 m SPAN RCC Slab culvert at Ch 2830

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

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Slab culvert at : 2830

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Removal of Deck

1.58

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Removal of Abutment & Wings

12.75

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

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1.5mCulvert @ Ch. 2830

73.25

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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1.5mCulvert @ Ch. 2830

6.46

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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1.5mCulvert @ Ch. 2830

8.62

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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

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1.5mCulvert @ Ch. 2830

44.88

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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works

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1.5mCulvert @ Ch. 2830

29.12

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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1.5mCulvert @ Ch. 2830

3.36

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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

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1.5mCulvert @ Ch. 2830

3.31

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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

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1.5mCulvert @ Ch. 2830

0.35

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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

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1.5mCulvert @ Ch. 2830

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

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1.5mCulvert @ Ch. 2830

4.5

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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1.5mCulvert @ Ch. 2830

12

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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

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1.5mCulvert @ Ch. 2830

9.45

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Construction of 1.5 m SPAN RCC Slab culvert at Ch 3605

-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

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Slab culvert at : 3605

-

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Removal of Deck

2.36

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Removal of Abutment & Wings

12.75

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

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1.5mCulvert @ Ch. 3605

73.25

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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1.5mCulvert @ Ch. 3605

6.46

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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1.5mCulvert @ Ch. 3605

8.62

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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

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1.5mCulvert @ Ch. 3605

44.88

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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works

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1.5mCulvert @ Ch. 3605

29.12

-

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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1.5mCulvert @ Ch. 3605

3.36

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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

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1.5mCulvert @ Ch. 3605

3.31

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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

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1.5mCulvert @ Ch. 3605

0.35

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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

-

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1.5mCulvert @ Ch. 3605

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

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1.5mCulvert @ Ch. 3605

4.5

-

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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1.5mCulvert @ Ch. 3605

12

-

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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

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1.5mCulvert @ Ch. 3605

9.45

-

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Construction of 1.5 m SPAN RCC Slab culvert at Ch 4585, 4965

-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

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Pipe culvert at : 4585, 4965

-

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Removal of Pipes

7.5

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Removal of Body wall

1.16

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

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-

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1.5mCulvert @ Ch. 4585, 4965

73.25

-

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.5mCulvert @ Ch. 4585, 4965

6.46

-

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

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1.5mCulvert @ Ch. 4585, 4965

8.62

-

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... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

-

-

-

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1.5mCulvert @ Ch. 4585, 4965

44.88

-

-

... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works

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-

-

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1.5mCulvert @ Ch. 4585, 4965

29.12

-

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

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1.5mCulvert @ Ch. 4585, 4965

3.36

-

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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

-

-

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1.5mCulvert @ Ch. 4585, 4965

3.31

-

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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

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1.5mCulvert @ Ch. 4585, 4965

0.35

-

-

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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

-

-

-

... More
1.5mCulvert @ Ch. 4585, 4965

15

-

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... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

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1.5mCulvert @ Ch. 4585, 4965

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

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1.5mCulvert @ Ch. 4585, 4965

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.5mCulvert @ Ch. 4585, 4965

9.45

-

-

... More
Construction of 2.0 m SPAN RCC Slab culvert at Ch 310

-

-

-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

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Pipe culvert at : 310

-

-

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... More
Removal of Pipes

15

-

-

... More
Removal of Body wall

2.1

-

-

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

-

-

-

... More
2.0m Culvert @ Ch. 310

91.73

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
2.0m Culvert @ Ch. 310

8.1

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.

-

-

-

... More
2.0m Culvert @ Ch. 310

10.79

-

-

... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directedFor Footings as 4% Rate for Centering Works

-

-

-

... More
2.0m Culvert @ Ch. 310

52.62

-

-

... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directedFor Stem as10% Rate for Centering Works

-

-

-

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2.0m Culvert @ Ch. 310

33.96

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
2.0m Culvert @ Ch. 310

3.54

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

-

-

-

... More
2.0m Culvert @ Ch. 310

4.68

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
2.0m Culvert @ Ch. 310

0.48

-

-

... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

-

-

-

... More
2.0m Culvert @ Ch. 310

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
2.0m Culvert @ Ch. 310

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
2.0m Culvert @ Ch. 310

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
2.0m Culvert @ Ch. 310

9.25

-

-

... More
Construction of Wearing Coat with the length of 24 at Ch 4400

-

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

-

-

-

... More
Removal of Exist.CC @ Ch. 4400

36

-

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

-

-

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Wearing Coat @ Ch. 4400

30.6

-

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Provision of Guard Stones

-

-

-

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Wearing Coat @ Ch. 4400

26

-

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Construction of Retaining wall at Ch , , 2100

-

-

-

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

-

-

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Protective works@ Ch.2100 - 2130 LHS

40.32

-

-

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

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Protective works@ Ch.2100 - 2130 LHS

10.08

-

-

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

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Protective works@ Ch.2100 - 2130 LHS

10.08

-

-

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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works

-

-

-

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Protective works@ Ch.2100 - 2130 LHS

34.92

-

-

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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Sub - Structure as 10% Rate for Centering Works

-

-

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Protective works@ Ch.2100 - 2130 LHS

92.54

-

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN WALL, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

-

-

-

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Protective works@ Ch.2100 - 2130 LHS

20

-

-

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Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

-

-

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For the First Year from the date of completion of work

4.98

-

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For the Second Year from the date of cpmpletion of work

4.98

-

-

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For the Third Year from the date of completion of work

4.98

-

-

... More
For the Fourth Year from the date of completion of work

4.98

-

-

... More
For the Fifth Year from the date of completion of work

4.98

-

-

... More
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

1

-

-



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