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 Date15 May 2024
Closing Date19 Jul 2024
Tender Amount₹ 3,13,71,000 
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. 0/0 - 2/500 & 4/500 - 6/995

6240.12

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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 (Carted Earth)

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Km 0/0 to 1/0

1078.2

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Km 1/0 to 2/0

925.46

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Km 2/0 to 2/500

508.8

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Km 4/500 to 5/0

484.54

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Km 5/0 to 6/0

979.68

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Km 6/0 to 6/995

1034.52

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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 to 1/0

560.87

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Km 1/0 to 2/0

562.5

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Km 2/0 to 2/500

281.25

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Km 4/500 to 5/0

281.25

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Km 5/0 to 6/0

562.5

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Km 6/0 to 6/995

559.69

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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 mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density.

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Km 0/0 to 1/0

576.5

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Km 1/0 to 2/0

576.1

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Km 2/0 to 2/500

285.19

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Km 4/500 to 5/0

291.13

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Km 5/0 to 6/0

565.53

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Km 6/0 to 6/995

569.08

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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 (medium Porosity)

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Km 0/0 to 1/0

3843.29

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Km 1/0 to 2/0

3840.65

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Km 2/0 to 2/500

1901.25

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Km 4/500 to 5/0

1940.87

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Km 5/0 to 6/0

3770.23

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Km 6/0 to 6/995

3793.85

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 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 to 1/0

3854.17

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Km 1/0 to 2/0

3840.65

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Km 2/0 to 2/500

1901.25

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Km 4/500 to 5/0

1940.87

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Km 5/0 to 6/0

3770.23

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Km 6/0 to 6/995

3793.85

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Bituminous Macadam:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Using Waste Plastic 6%)

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Km 0/0 to 1/0

192.17

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Km 1/0 to 2/0

192.03

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Km 2/0 to 2/500

95.07

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Km 4/500 to 5/0

97.05

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Km 5/0 to 6/0

188.51

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Km 6/0 to 6/995

189.7

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Mix Seal Surfacing Using Waste Plastic:-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 510

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Km 0/0 to 1/0

3854.17

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Km 1/0 to 2/0

3840.65

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Km 2/0 to 2/500

1901.25

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Km 4/500 to 5/0

1940.87

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Km 5/0 to 6/0

3770.23

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Km 6/0 to 6/995

3793.85

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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips 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 while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81

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Km 0/0 to 1/0

5.62

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Km 1/0 to 2/0

5.62

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Km 2/0 to 2/500

5.62

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Km 4/500 to 5/0

5.62

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Km 5/0 to 6/0

5.62

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Km 6/0 to 6/995

5.62

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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 0/0 to 1/0

200

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Km 1/0 to 2/0

200

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Km 2/0 to 2/500

100

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Km 4/500 to 5/0

100

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Km 5/0 to 6/0

200

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Km 6/0 to 6/995

199

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Providing and Fixing 'Logo' of PMGSY project

4

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Providing and Fixing Name Board project

1

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Providing and Fixing 'Citizen information Board' of PMGSY project

1

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Providing and fixing 'Maintanence information Board' of PMGSY Project

1

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Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a 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 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)

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60CM Equilateral Trainagle (Cautinary) Sign Board

15

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60CM Circular (Mandatory) Sign Board

12

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Chevron Signs 90Cm Octagon (Curves)

12

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Reflector

4

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Kilometre stone 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) Ordanary Kilometer Stone (Precast)

5

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ii) 200m Stone

20

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iii) Guard Stone

49

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Sub Estimates For Cross Drainage:-

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1.5M Culvert Abstract

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Construction of Culvert @ 0/400

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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.

6.05

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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

17.87

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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.

7.5

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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.

90.3

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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.

10.32

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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.

10.32

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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.(Below Sill level)

50.64

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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.(Above Sill level)

27.76

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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.

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

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.

0.35

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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

15

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

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

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.

7.7

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Sub Estimates For Protective Works:-

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Amount For ProtectiveWork Km 0/0 to 1/0 :- Protective Works Km 0/540 to 0/590 RHS

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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.

56.25

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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.

11.25

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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.

15

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Cement concrete 1 : 2 : 4 mix using 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 Ground level Footing

27

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Cement concrete 1 : 2 : 4 mix using 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 Ground level Body wall

57.52

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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

100

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Sub Estimates For Side Drain Works:-

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Provision for Chainage Km 0/250 to 0/355

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Earth work 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 50m, dressing of side

141.75

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Providing Concrete for plain/reinforced concrete in open foundations, Sub structure Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., as per drawings and technical specifications clause 802, 803, 1202 & 1203 as directed.

15.75

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Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers., compacting etc., complete complying with standard specifications as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.

78.75

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

18.9

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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

5

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For 2nd Year

5

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For 3rd Year

5

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For 4th Year

5

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For 5th Year

5

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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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