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 Apr 2025
Closing Soon14 May 2025
Tender Amount₹ 3,59,97,000 
Notes
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Class Of Bidder
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A*N*M - B) Where, A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2 or such higher figure not exceeding 3 as may be specified. B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes work experience as a Sub-Contractor on construction works of a similar nature and volume over the last five years. However, specific values like amount and percentage are not provided. The bidder should have total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited. The bidder should also have experience in works of a similar nature and size for each of the last five years. To qualify for the award of the contract, each bidder should have achieved certain requirements in the last five years, including satisfactorily completing, as a prime contractor or subcontractor, at least one similar work equal in value to one-third of the estimated cost of the work for which the bid is invited, excluding maintenance costs for five years. The value and percentage of similar works completed are not explicitly mentioned, but it is stated that the bidder should have completed at least one similar work equal in value to one-third of the estimated cost of the work. Additionally, if the bidder has executed road works under the Pradhan Mantri Gram Sadak Yojana (PMGSY) within the originally stipulated completion period, the financial turnover achieved from these works shall be counted as 120% for the purpose of these requirements. Similarly, the value of road work completed under PMGSY within the stipulated period shall be treated as 120% for the purpose of evaluating similar work experience. The bidder must have a minimum financial turnover, as certified by a Chartered Accountant, with at least 50% of this turnover coming from civil engineering construction works. The minimum financial turnover required is 60% of the amount put to bid if the amount put to bid is Rs.200 Lakhs or less, and 75% of the amount put to bid if the amount put to bid is more than Rs.200 Lakhs. In terms of similar works completed, the bidder is required to provide information on their experience in similar work, but no specific values or percentages are mentioned, except for the requirement of completing at least one similar work equal in value to one-third of the estimated cost of the work. The contract value is Rs. 112.82 Lakhs, and the bidder should provide evidence of ownership of major items of construction equipment or evidence of arrangement of possessing them on hire/lease/buying. To qualify for the award of the Contract, each bidder should have achieved in any one year, a minimum financial turnover equivalent to 60% of the amount put to bid, in case the amount put to bid is Rs.200 Lakhs and less, with at least 50% of this turnover being from Civil Engineering construction works. Therefore, the required prior work experience for the bidder includes a minimum financial turnover of 60% of the amount put to bid (for bids up to Rs.200 Lakhs), with a minimum of 50% of this turnover coming from Civil Engineering construction works, and completion of at least one similar work equal in value to one-third of the estimated cost of the work.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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km 1/0-2/0

1133.31

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km 2/0-3/0

1125.48

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km 3/0-4/0

1142.08

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km 4/0-5/0

1122.02

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km 5/0-5/38

428.56

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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) km0/0-1/0

557.61

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km 1/0-2/0

557.61

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km 2/0-3/0

559.24

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km 3/0-4/0

562.5

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km 4/0-5/0

559.24

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km 5/0-5/38

212.12

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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). km 0/0-1/0

584.41

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km 1/0-2/0

557.61

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km 2/0-3/0

568.81

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km 3/0-4/0

569.67

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km 4/0-5/0

572.57

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km 5/0-5/38

212.12

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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. [ZYCOTHERM].km 0/0-1/0

194.8

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km 1/0-2/0

185.87

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km 2/0-3/0

189.6

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km 3/0-4/0

189.88

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km 4/0-5/0

190.85

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km 5/0-5/38

70.71

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Providing and applying Primer Coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification. km 0/0-1/0

3895.94

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km1/0-2/0

3717.37

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km 2/0-3/0

3792.05

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km 3/0-4/0

3797.78

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km 4/0-5/0

3817.07

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km 5/0-5/38

1414.12

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Providing and applying Tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4) km 0/0-1/0

3928.57

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km1/0-2/0

3750

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km 2/0-3/0

3813.8

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km 3/0-4/0

3797.78

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km 4/0-5/0

3838.82

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km 5/0-5/38

1425

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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 - ZYCOTHERM].

3928.57

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km1/0-2/0

3750

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km 2/0-3/0

3813.8

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km 3/0-4/0

3797.78

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km 4/0-5/0

3838.82

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km 5/0-5/38

1425

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Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured. km 0/0-1/0

3717.37

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km1/0-2/0

3717.37

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km 2/0-3/0

3728.25

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km 3/0-4/0

3750

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km 4/0-5/0

3728.25

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km 5/0-5/38

1414.12

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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. Km0/0- 1/0

33.75

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km2/0-3/0

22.5

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km 3/0-4/0

22.5

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km 4/0-5/0

28.13

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

1076

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Provision for Road Marker/ Road stud with lens Reflector

190

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Provision for Name Board

2

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Provision for PMGSY Logo Board

4

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Provision for Sign Board (1 curve =2Nos)

38

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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

44

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Provision for Citizen Information Board

2

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Provision for Maintenance Board

1

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Provision for KM Stone

5

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Provision for HM Stone

21

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At Ch 0 : 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. 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.

89.87

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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.

7.93

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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.

10.57

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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

51.12

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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

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.

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 20mm Bitumen felt 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 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.

9.25

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At Ch 5370 : 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. 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.

89.87

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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.

7.93

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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.

10.57

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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

51.12

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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

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.

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 20mm Bitumen felt 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 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.

9.25

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Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRCSP- 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 the First Year from the date of completion of work

5.38

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For the Second Year from the date of completion of work

5.38

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For the Third Year from the date of completion of work

5.38

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For the Fourth Year from the date of completion of work

5.38

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For the Fifth Year from the date of completion of work

5.38

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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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