Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Apr 2025
Closing Date14 May 2025
Tender Amount₹ 4,02,97,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class I and above.
Technical Capacity
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The bidder should have experience in civil engineering construction work, specifically: * 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.
* Work performed as prime Contractor on construction works of a similar nature and volume over the last five years.
* Work performed as Sub-Contractor on construction works of a similar nature and volume over the last five years. The bidder should have 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. No specific percentage of similar works completed is mentioned. However, the bidder is required to provide information on their bid capacity, including existing commitments and ongoing construction works. The bidder should also have technical personnel with the following experience:
* 2 Degree Holders in Civil Engineering with 3 years of experience in Road Works
* 4 Diploma Holders in Civil Engineering with 3 years of experience in Road Works
* 1 Lab Assistant with 3 years of experience in field testing laboratory The value of the contract is Rs.8,06,000/- (Rupees Eight Lakhs and Six thousand only), which is 2 percent of the estimated value of the Works. Additionally, the 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.
- 75% of the amount put to bid, in case the amount put to bid is more than Rs.200 Lakhs. If the bidder has executed road works under Pradhan Mantri Gram Sadak Yojana in originally stipulated completion period, the financial turnover achieved on account of execution of road works under PMGSY shall be counted as 120% for the purpose of this sub-clause. The value of road work completed by the bidder under Pradhan Mantri Gram Sadak Yojana in originally stipulated period of completion shall be treated 120% for the purpose of this Sub-Clause.
Costs
EMD
₹ 8,06,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_140124_1Tender No
TN17142Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
Thanjavur District - PMGSY III (2024-25) Batch I - Road Works - Tender notice.
Technical Bid detail document
Price Bid detail document
BOQ Items
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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 - 4/150
5166.37
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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
1431.05
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Km 1/0-2/0
1457.43
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Km 2/0-3/0
1468.67
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Km 3/0-4/0
1464.12
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Km 4/0-4/150
202.45
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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
332.65
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Km 1/0-2/0
336.11
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Km 2/0-3/0
337.5
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Km 3/0-4/0
335.54
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Km 4/0-4/150
50.63
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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
565.82
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Km 1/0-2/0
577.66
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Km 2/0-3/0
579.14
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Km 3/0-4/0
568.5
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Km 4/0-4/150
97.31
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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
3772.1
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Km 1/0-2/0
3851.05
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Km 2/0-3/0
3860.95
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Km 3/0-4/0
3789.9
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Km 4/0-4/150
648.75
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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
3802.85
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Km 1/0-2/0
3861.93
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Km 2/0-3/0
3860.95
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Km 3/0-4/0
3811.65
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Km 4/0-4/150
648.75
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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
188.6
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Km 1/0-2/0
192.56
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Km 2/0-3/0
193.04
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Km 3/0-4/0
189.5
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Km 4/0-4/150
32.44
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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 [Using Waste Plastic].
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Km 0/0-1/0
3802.85
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Km 1/0-2/0
3861.93
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Km 2/0-3/0
3860.95
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Km 3/0-4/0
3811.65
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Km 4/0-4/150
648.75
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Construction of Retaining wall at Ch 440, 590, 690, 890, 1533, 3305.(355 m)
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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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Protective works@ Ch.440 - 490 LHS
81
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Protective works@ Ch.590 - 640 LHS
90
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Protective works@ Ch.690 - 740 LHS
99
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Protective works@ Ch.890 - 950 LHS
97.2
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Protective works@ Ch.1533 - 1613 LHS
144
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Protective works@ Ch.3305 - 3370 LHS
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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Protective works@ Ch.440 - 490 LHS
13.5
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Protective works@ Ch.590 - 640 LHS
15
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Protective works@ Ch.690 - 740 LHS
16.5
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Protective works@ Ch.890 - 950 LHS
16.2
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Protective works@ Ch.1533 - 1613 LHS
24
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Protective works@ Ch.3305 - 3370 LHS
17.55
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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.
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Protective works@ Ch.440 - 490 LHS
13.5
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Protective works@ Ch.590 - 640 LHS
15
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Protective works@ Ch.690 - 740 LHS
16.5
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Protective works@ Ch.890 - 950 LHS
16.2
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Protective works@ Ch.1533 - 1613 LHS
24
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Protective works@ Ch.3305 - 3370 LHS
17.55
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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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Protective works@ Ch.440 - 490 LHS
45
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Protective works@ Ch.590 - 640 LHS
51
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Protective works@ Ch.690 - 740 LHS
57
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Protective works@ Ch.890 - 950 LHS
54
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Protective works@ Ch.1533 - 1613 LHS
81.6
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Protective works@ Ch.3305 - 3370 LHS
58.5
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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 Sub - Structure as 10% Rate for Centering Works
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Protective works@ Ch.440 - 490 LHS
77.5
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Protective works@ Ch.590 - 640 LHS
109.38
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Protective works@ Ch.690 - 740 LHS
146.25
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Protective works@ Ch.890 - 950 LHS
93
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Protective works@ Ch.1533 - 1613 LHS
175
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Protective works@ Ch.3305 - 3370 LHS
100.75
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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
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Protective works@ Ch.440 - 490 LHS
33
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Protective works@ Ch.590 - 640 LHS
33
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Protective works@ Ch.690 - 740 LHS
33
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Protective works@ Ch.890 - 950 LHS
40
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Protective works@ Ch.1533 - 1613 LHS
53
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Protective works@ Ch.3305 - 3370 LHS
43
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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 0/0-1/0
16.88
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Km 1/0-2/0
45.01
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Km 2/0-3/0
39.38
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Km 3/0-4/0
28.13
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Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803.
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Km 0/0-4/150
830
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Providing and fixing reflective road studs of "category A” raised pavement markers made out of polycarbonate/methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retroreflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW NH. 33023/10/ 97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT&H specification 804 etc., complete
230
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Provision for Name Board
1
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Provision for PMGSY Logo Board
3
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Provision for Sign Board (1 curve -2Nos)
46
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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
24
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Provision for Citizen Information Board
1
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Provision for Maintenance Board
1
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Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete.
4
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Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete.
16
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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 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
4.15
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For the Second Year from the date of completion of work
4.15
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For the Third Year from the date of completion of work
4.15
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For the Fourth Year from the date of completion of work
4.15
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For the Fifth Year from the date of completion of work
4.15
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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 (Both Construction and Maintenance) above this row in column "BB" for all works in this package}.
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