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 Date18 May 2024
Closing Date24 Jun 2024
Tender Amount₹ 1,69,75,000 
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 0/0-3/108

3867.87

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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 (Filling with Carted Earth)

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Km 0/0-1/0

1064.61

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Km 1/0-2/0

1195.86

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Km 2/0-3/0

1220.26

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Km 3/0-3/108

108.43

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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

336.35

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Km 1/0-2/0

337.5

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Km 2/0-3/0

335

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Km 3/0-3/108

35.47

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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 0/0-1/0

565.28

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Km 1/0-2/0

568.72

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Km 2/0-3/0

595.69

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Km 3/0-3/108

63.81

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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

3768.5

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Km 1/0-2/0

3791.48

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Km 2/0-3/0

3971.25

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Km 3/0-3/108

425.37

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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.

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Km 0/0-1/0

3781.25

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Km 1/0-2/0

3791.48

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Km 2/0-3/0

3999

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Km 3/0-3/108

436.25

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Providing, laying and rolling of close graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.60mm 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 80-100 kN static roller capacity, finished to required level and 508. (using Waste Plastic)

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Km 0/0-1/0

3781.25

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Km 1/0-2/0

3791.48

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Km 2/0-3/0

3999

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Km 3/0-3/108

436.25

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Provision of 15 nos. 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 0/0-1/0

2.59

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Km 1/0-2/0

1.73

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Km 2/0-3/0

13.8

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Km 3/0-3/108

2.59

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Road marking with Hot Applied Thermoplastic Compound with reflectoriing Glass Beads on Bituminous surface Providing and laying of hot applied thermoplastic compound 2.50mm thick including Glass Beads

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Km 0/0-1/0

200

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Km 1/0-2/0

200

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Km 2/0-3/0

200

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Km 3/0-3/108

21.6

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Provision for Citizen board

1

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Provision for PMGSY Logo board

3

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Provision for Name board

1

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Provision for PMGSY Maintenance Board

1

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Provision for Kilometer Stones

3

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Provision for Hectameter Stones

12

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Provision for Guard Stones

12

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Confirming of IRC 67-2010 and ASTM D 4956-09, Type IV specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm MS angle and supported on a MS 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, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflection Sheeting as per clause 6.9 of IRC 67.2010 Specification (as per MoRT & Spec. No 801).

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60cm equilator triangular Cautionary sign board

18

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60cm Circular mantatory, Octogon sign board

2

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curve board Chevron signs (Curves)

18

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Reflector

47

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Construction of 6.00 m RCC Slab culvert @ Ch 2/125 in MRL04- Ulagankathan to Eliyathur Road Km 0/0 –3/108

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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material

2.64

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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material

6.68

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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material

9

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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.

156.18

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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.

25.32

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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.

16.89

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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)

86.33

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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)

91.37

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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.

25.97

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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.

2.68

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Providing and fixing 20 mm thick compressible fibre board for expansion joint Between Dirtwall &Deck slab

15

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

6

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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

15

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Gravel gilling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete

7.2

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Construction of 1.50 m RCC Slab culvert @ Ch 3/047 in MRL04- Ulagankathan to Eliyathur Road Km 0/0 –3/108

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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material

2.88

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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material

4.91

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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material

2.7

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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.

90.09

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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.

10.29

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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.

10.29

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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)

53.78

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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)

31.99

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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 without claiming extra as directed by the departmental officers complete complying with standard specifications.

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 and fixing 20 mm thick compressible fibre board for expansion joint Between Dirtwall &Deck slab

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 gilling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete

7.7

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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 for carriageway width of 3.00m & 3.75m

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For the First Year from the date of completion of work

3.11

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For the Second Year from the date of cpmpletion of work

3.11

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For the Third Year from the date of completion of work

3.11

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For the Fourth Year from the date of completion of work

3.11

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For the Fifth Year from the date of completion of work

3.11

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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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