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Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Salem, Tamil Nadu
Opening Date18 May 2024
Closing Date2 Aug 2024
Tender Amount₹ 2,21,63,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Scarifying the existing bituminous road surface to a depth of 150 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. 1/0 - 3/30

3778.25

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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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in Km. 1/0 - 3/30

5984.39

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Construction of embankment using tractor 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

560.87

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KM 1/0 - 2/0

559.24

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KM 2/0 - 3/0

557.61

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KM 3/0 - 3/3

168.75

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Providing layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring 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 100 KN weight to achieve the desired density inculding lighting.

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KM 0/0 - 1/0

563.83

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KM 1/0 - 2/0

529.74

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KM 2/0 - 3/0

465.2

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KM 3/0 - 3/3

173.7

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Providing and applying primer 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

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KM 0/0 - 1/0

3758.84

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KM 1/0 - 2/0

3531.58

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KM 2/0 - 3/0

3112.19

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KM 3/0 - 3/3

1158

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

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KM 0/0 - 1/0

3769.72

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KM 1/0 - 2/0

3553.34

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KM 2/0 - 3/0

3133.95

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KM 3/0 - 3/3

1158

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Providing, laying and rolling of close-graded premix surfacing material of 20 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 (Waste plastic)

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KM 0/0 - 1/0

3769.72

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KM 1/0 - 2/0

3553.34

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KM 2/0 - 3/0

3133.95

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KM 3/0 - 3/3

1158

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Provision of 15 nos rumble strips with covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre approved locations to control speed, marked with w hile strips of road making paint.

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KM 0/0 - 1/0

5.62

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KM 1/0 - 2/0

5.62

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KM 2/0 - 3/0

5.62

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KM 3/0 - 3/3

2.81

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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803

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KM 1/0 - 3/30

660

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Providing and fixing Name board

1

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Providing and Fixing 'Logo' of PMGSY Project

3

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Providing and Fixing 'Citizen information Board' of PMGSY Project

1

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Providing and Fixing 'Maintenance information Board' of PMGSY Project

1

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Providing and fixing of Retro Reflectorised Cautionary , Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5mm thick Aluminium Sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 Years warrenty for the Retro Reflective Sheeting as per Clause 6.9 of IRC 67 - 2010 Specification ( as per MORTH & Speccification no : 801 )

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90CM Equilateral Trainagle (Cautinary) Sign Board

10

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Chevron Signs 90Cm Octagon (Curves)

2

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Reflector

10

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

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(i) Ordinary Kilometer Stone (Precast)

3

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(ii) 200 m stone (precast)

13

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1.A)Construction of Retaining Wall Km 2/0-3/0

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Ch. Km : 2800-2830,2860-2920 & 2990-3000m

83.24

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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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Ch. Km : 2800-2830,2860-2920 & 2990-3000m

13.44

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Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

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Ch. Km : 2800-2830,2860-2920 & 2990-3000m

20.16

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Cement concrete 1 : 2 : 4 mix using M20 Grade 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.(Below Sill Level)

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Ch. Km : 2800-2830,2860-2920 & 2990-3000m

53.28

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Cement concrete 1 : 2 : 4 mix using M20 Grade 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.(Above Sill Level)

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Ch. Km : 2800-2830,2860-2920 & 2990-3000m

172.47

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Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7

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Ch. Km : 2800-2830,2860-2920 & 2990-3000m

120

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1.B)Construction of Retaining Wall Km 3/0-3/30

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Ch. Km : 3000-3180

105.3

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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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Ch. Km : 3000-3180

20.25

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Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

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Ch. Km : 3000-3180

26.33

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Cement concrete 1 : 2 : 4 mix using M20 Grade 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.(Below Sill Level)

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Ch. Km : 3000-3180

66.83

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Cement concrete 1 : 2 : 4 mix using M20 Grade 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.(Above Sill Level)

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Ch. Km : 3000-3180

136.69

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Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7

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Ch. Km : 3000-3180

203

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1.C)Construction of 1.50m Span RCC Culvert @ Ch 1930m

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Ch. Km : 1930

83.13

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

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Ch. Km : 1930

8.04

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4)

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Ch. Km : 1930

56.24

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Above Sill

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Ch. Km : 1930

35.55

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Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

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Ch. Km : 1930

0.35

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Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

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Ch. Km : 1930

3.31

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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

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Ch. Km : 1930

12

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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per draeing and technical specifications

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Ch. Km : 1930

15

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Providing and fixing Tar Paper for Bearing between Bed block & deck slab

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Ch. Km : 1930

4.5

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Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

-

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Ch. Km : 1930

7.24

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1.D)Construction of 1.50m Span RCC Culvert @ Ch 2050m

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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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Ch. Km : 2050

18.66

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Ch. Km : 2050

83.13

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

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Ch. Km : 2050

8.04

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4)

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Ch. Km : 2050

56.24

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Above Sill

-

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Ch. Km : 2050

35.55

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Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

-

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Ch. Km : 2050

0.35

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Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

-

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Ch. Km : 2050

3.31

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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

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Ch. Km : 2050

12

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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per draeing and technical specifications

-

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Ch. Km : 1930

15

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Providing and fixing Tar Paper for Bearing between Bed block & deck slab

-

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Ch. Km : 2050

4.5

-

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Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

-

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Ch. Km : 2050

7.24

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1.E)Construction of 1.50m Span RCC Culvert @ Ch 2690m

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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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Ch. Km : 2690

18.66

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

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Ch. Km : 2690

83.13

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

-

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Ch. Km : 2690

8.04

-

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4)

-

-

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Ch. Km : 2690

56.24

-

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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Above Sill

-

-

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Ch. Km : 2690

35.55

-

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Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

-

-

-

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Ch. Km : 2690

0.35

-

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Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

-

-

-

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Ch. Km : 2690

3.31

-

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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

-

-

-

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Ch. Km : 2690

12

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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per draeing and technical specifications

-

-

-

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Ch. Km : 2690

15

-

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Providing and fixing Tar Paper for Bearing between Bed block & deck slab

-

-

-

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Ch. Km : 2690

4.5

-

-

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Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

-

-

-

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Ch. Km : 2690

7.24

-

-

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1.C)Construction Concrete Pavement Ch 1480-1550, 2020-2130, 2300-2380

-

-

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Providing and laying Dry Lean Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

-

-

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Ch. Km : 2300-2380m

30

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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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Ch. Km : 1480-1550

44.63

-

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Ch. Km : 2020-2130

70.13

-

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Ch. Km : 2300-2380m

51

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Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2

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For 1st Year

3.3

-

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For 2nd Year

3.3

-

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For 3rd Year

3.3

-

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For 4th Year

3.3

-

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For 5th Year

3.3

-

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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

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