Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Apr 2025
Closing Date14 May 2025
Tender Amount₹ 2,80,12,000 
Notes
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Class Of Bidder
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Class I and above.
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 N = Number of years prescribed for completion of the works for which bids are invited 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 having satisfactorily completed, as prime Contractor or Sub contractor, at least one similar work equal in value to one-third of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. The value of road work completed by the bidder under Pradhan Mantri Gram SadakYojana in originally stipulated period of completion shall be treated as 120% for the purpose of this Sub-Clause. Additionally, the bidder's financial turnover achieved on account of execution of road works under PMGSY shall be counted as 120% for the purpose of this sub-clause, if the bidder has executed road works under Pradhan Mantri Gram SadakYojana in originally stipulated completion period. The amount put to bid would not include maintenance cost for five years and the turnover will be indexed at the rate of 8% per year. For package size exceeding Rs. 10 crore, the Joint Ventures are allowed, and the lead partner shall meet not less than 50% of qualification criteria, while each of the remaining partners shall meet not less than 25% of all the qualifying criteria. If the amount put to bid is more than Rs.200 Lakhs, then 75% of the amount put to bid is required. The estimated cost of the work is Rs. 87.43 Lakhs, and the bidder must have completed at least one similar work equal in value to one-third of this estimated cost. No specific percentage of similar works completed is mentioned, except that the value of road work completed under PMGSY shall be treated as 120%. The bidder needs to provide a certificate from a Chartered Accountant for the 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 required prior work experience for technical personnel is as follows: - A. Degree Holder in Civil Engineering: 3 Years - B. Diploma Holder in Civil Engineering: 3 Years - Lab Assistant for field testing laboratory: 3 Years The bidder's available bid capacity for construction work should be equal to or more than the total bid value (quoted value) excluding maintenance but including GST. The bidder should have completed a certain amount of civil engineering works in the last five years, and the value of these works should be updated to the current price level. The bidder's prior work experience and resources will be evaluated based on the documents submitted, including certificates, affidavits, and scanned copies of certificates. The bidder should have a certain amount of experience in construction work, and the bidder's available bid capacity should be equal to or more than the total bid value. The bidder should also have a certain amount of resources, including machineries and equipment, to be eligible for the bid. The bidder's available bid capacity will be calculated based on the value of similar works completed, and it should be more than the estimated contract value. The bidder's prior work experience and resources are essential for determining the bidder's eligibility for the bid. The bidder should have a certain amount of experience and resources, including machineries and equipment, to be eligible for the bid. The bidder's available bid capacity should be more than the estimated contract value, and it will be calculated based on the value of similar works completed. The bidder should have completed a certain amount of civil engineering works in the last five years, and the value of these works should be updated to the current price level. The bidder's available bid capacity will be calculated based on this value, and it should be more than the estimated contract value. The bidder should have a certain percentage of similar works completed, but this percentage is not explicitly mentioned. The bidder's available bid capacity should be more than the estimated contract value, and it will be calculated based on the value of similar works completed. The bidder's prior work experience and resources are essential for determining the bidder's eligibility for the bid. The bidder should have a certain amount of experience and resources, including machineries and equipment, to be eligible for the bid. The bidder's available bid capacity should be more than the estimated contract value, and it will be calculated based on the value of similar works completed. The bidder's prior work experience and resources will be evaluated based on the documents submitted, including certificates, affidavits, and scanned copies of certificates. The bidder should have a certain amount of experience in construction work, and the bidder's available bid capacity should be equal to or more than the total bid value. The bidder should also have a certain amount of resources, including machineries and equipment, to be eligible for the bid. The bidder's available bid capacity will be calculated based on the value of similar works completed, and it should be more than the estimated contract value. The bidder's prior work experience and resources are essential for determining the bidder's eligibility for

Costs

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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 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 - 4/460

5489.67

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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

1305.99

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Km. 1/0 - 2/0

1254.6

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Km. 2/0 - 3/0

1313.06

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Km. 3/0 - 4/0

1286.45

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Km. 4/0 - 4/460

581.55

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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

562.5

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Km. 1/0 - 2/0

537.19

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Km. 2/0 - 3/0

560.87

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Km. 3/0 - 4/0

553.47

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Km. 4/0 - 4/460

258.75

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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

566.25

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Km. 1/0 - 2/0

540.48

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Km. 2/0 - 3/0

562.18

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Km. 3/0 - 4/0

557.75

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Km. 4/0 - 4/460

277.98

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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 (Using Waste Plastic).

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Km. 0/0 - 1/0

188.75

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Km. 1/0 - 2/0

180.15

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Km. 2/0 - 3/0

187.4

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Km. 3/0 - 4/0

185.92

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Km. 4/0 - 4/460

92.67

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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

3775

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Km. 1/0 - 2/0

3603.23

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Km. 2/0 - 3/0

3747.85

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Km. 3/0 - 4/0

3718.24

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Km. 4/0 - 4/460

1853.18

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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 (ii).

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Km. 0/0 - 1/0

3775

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Km. 1/0 - 2/0

3603.23

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Km. 2/0 - 3/0

3758.73

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Km. 3/0 - 4/0

3778.47

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Km. 4/0 - 4/460

1853.18

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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 [MSS Using Waste Plastic].

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Km. 0/0 - 1/0

3775

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Km. 1/0 - 2/0

3603.23

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Km. 2/0 - 3/0

3758.73

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Km. 3/0 - 4/0

3778.47

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Km. 4/0 - 4/460

1853.18

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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. 1/0 - 2/0

11.25

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Km. 2/0 - 3/0

5.63

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Km. 3/0 - 4/0

11.25

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Km. 4/0 - 4/460

22.5

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

892

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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

28

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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

18

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Construction of Single Row Pipe Culvert at Ch 142

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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 : 142,

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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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1 Row Pipe Culvert @ Ch. 142

65.29

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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 Row Pipe Culvert @ Ch. 142

2.53

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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 Row Pipe Culvert @ Ch. 142

5.88

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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 Footings as 4% Rate for Centering Works

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1 Row Pipe Culvert @ Ch. 142

13.34

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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 Row Pipe Culvert @ Ch. 142

14.81

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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 Row Pipe Culvert @ Ch. 142

14.04

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row

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1 Row Pipe Culvert @ Ch. 142

7.5

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Construction of Gravel/Soil-aggregate Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB).

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1 Row Pipe Culvert @ Ch. 142

2.27

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Construction of 1.5 m SPAN RCC Slab culvert at Ch 2310

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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 : 2310

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Removal of Pipes

7.5

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Removal of Body wall

0.84

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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. 2310

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.

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1.5mCulvert @ Ch. 2310

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.

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1.5mCulvert @ Ch. 2310

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

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1.5mCulvert @ Ch. 2310

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

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1.5mCulvert @ Ch. 2310

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. 2310

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. 2310

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. 2310

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. 2310

15

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

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1.5mCulvert @ Ch. 2310

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. 2310

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. 2310

9.25

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Construction of Wearing Coat with the length of 10 25 10 at Ch 1116 1170 1525

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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. 1116

11.25

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Wearing Coat @ Ch. 1170

28.13

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Wearing Coat @ Ch. 1525

11.25

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Provision of Guard Stones

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Guard Stone @ Ch. 1116

12

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Guard Stone @ Ch. 1170

27

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Guard Stone @ Ch. 1525

12

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Part-B:- Maintenance work

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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

4.46

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For the Second Year from the date of cpmpletion of work

4.46

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For the Third Year from the date of completion of work

4.46

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For the Fourth Year from the date of completion of work

4.46

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For the Fifth Year from the date of completion of work

4.46

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GST Amount for providing Service to the above Government Contract 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}

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