Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Apr 2025
Closing Date14 May 2025
Tender Amount₹ 3,78,98,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class I and above.
Bid Capacity
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The formula for available 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) 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 bidder should have achieved certain experience in the last five years, including 3 years of experience for degree holders in Civil Engineering, diploma holders in Civil Engineering, and lab assistants for field testing laboratories. The bidder should have experience in construction works of a similar nature and volume, and should provide information on work performed as a main contractor or sub-contractor. The bidder should have satisfactorily completed at least one similar work equal in value to one-third of the estimated cost of work, excluding maintenance cost for five years. For road work completed under Pradhan Mantri Gram Sadak Yojana, the value shall be treated as 120% for the purpose of this sub-clause. The bidder should have a minimum financial turnover equivalent to 60% of the amount put to bid if the amount is Rs.200 Lakhs and less, and 75% if the amount is more than Rs.200 Lakhs, with at least 50% of this turnover from Civil Engineering construction works. In one case, the amount is mentioned as Rs.127.34 Lakhs for amounts over one-third of the estimated cost of works. The bidder should provide details of similar nature of works executed, but no specific percentage of similar works is mentioned. The bidder should have experience in works of a similar nature and size for each of the last five years and provide the total monetary value of civil construction works performed for each of the last five years. Subcontracting should not exceed 25 percent of the Contract Price. No specific percentage of similar works completed is required, but the bidder must demonstrate experience and capability in civil engineering construction works.
Costs
EMD
₹ 7,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvements And Widening Of The Road Mrl09-padappai Kavanur Road Via Orathur Km 0/0 - 4/020 At Kundrathur Panchayat Union In Kanchipuram District Under Pmgsy Iii - Batch I - 2024-25. Pkg.no.tn01-154
Description
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Contact
Tender Id
2025_RDTN_140122_1Tender No
TN1154Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
7729.88
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5.Gravel Shoulder
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Km 0/0 - 1/000
512.82
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-
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Km 1/000 - 2/000
517.59
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-
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Km 2/000-3/000
502.53
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Km 3/000-4/000
520.43
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-
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Km 4/000-4/020
10.5
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Extra widening from3.75m to 5.5m For Km 0/0 -4/020
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Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using stone dust obtained from quarry with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using stone dust to improve CBR 7 to 9))
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Km 0/0 - 1/000
1025.64
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Km 1/000 - 2/000
1035.19
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Km 2/000-3/000
1005.06
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Km 3/000-4/000
1040.86
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Km 4/000-4/020
21
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Construction of granular sub-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 capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III
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Km 0/0 - 1/000
341.88
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Km 1/000 - 2/000
345.06
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Km 2/000-3/000
335.02
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Km 3/000-4/000
346.95
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Km 4/000-4/020
7
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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 - 1/000
384.61
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Km 1/000 - 2/000
388.19
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Km 2/000-3/000
376.9
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Km 3/000-4/000
390.32
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Km 4/000-4/020
27.86
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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.
BM with Plastic
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Km 0/0 - 1/000
272.19
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Km 1/000 - 2/000
271.12
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Km 2/000-3/000
263.22
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Km 3/000-4/000
272.61
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Km 4/000-4/020
5.5
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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 0.85 kg/sqm using mechanical means as per MORD Technical Specification Clause 502
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Km 0/0 - 1/000
1745.96
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Km 1/000 - 2/000
1715.87
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Km 2/000-3/000
1675.1
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Km 3/000-4/000
1734.77
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Km 4/000-4/020
35
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Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502
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Km 0/0 - 1/000
5571.25
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Km 1/000 - 2/000
5500
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Km 2/000-3/000
5500
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Km 3/000-4/000
5500
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Km 4/000-4/020
110
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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 with plastic
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Km 0/0 - 1/000
5571.25
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Km 1/000 - 2/000
5500
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Km 2/000-3/000
5500
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Km 3/000-4/000
5500
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Km 4/000-4/020
110
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Providing Rumble Strips covered with Premix Bituminous Caropet 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint.
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Km 0/0 - 1/000
16.5
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Km 1/000 - 2/000
16.5
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Km 2/000-3/000
16.5
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Km 3/000-4/000
16.5
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Km 4/000-4/020
5.5
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Road Marking
1068
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Providing and fixing Name board
1
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Providing and Fixing 'Logo' of PMGSY Project
3
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Providing and Fixing 'Citizen information Board'
1
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Providing and fixing of 80 cm x 60 cm rectangular ( Informatory signs)
8
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Providing and fixing of Octogonal sign board curve
16
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Providing and fixing of Circular sign board
6
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90 cm equilateral triangle
40
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Providing and fixing of Reflector near culvert and tree
60
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Road Markers / Road Stud with Lens Reflector
220
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Providing and fixing of Maintenance Board
1
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Providing and fixing of GUARD STONE
40
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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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(ii) Ordinary Kilometer Stone (Precast)
4
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(iii) 200 m stone (precast)
16
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2 Nos. - Construction of 1.50 m Span RCC Slab culvert. @ Ch. 2/710, 3/690
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technica
12.15
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technica
3.24
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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.
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Culvert @ Ch 2/710
102.93
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Culvert @ Ch 3/690
102.93
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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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Culvert @ Ch 2/710
11.76
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Culvert @ Ch 3/690
11.76
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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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Culvert @ Ch 2/710
11.76
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Culvert @ Ch 3/690
11.76
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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.
Above
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Culvert @ Ch 2/710
61.95
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Culvert @ Ch 3/690
61.95
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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
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Culvert @ Ch 2/710
37.62
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Culvert @ Ch 3/690
37.62
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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 kr
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Culvert @ Ch 2/710
4.03
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Culvert @ Ch 3/690
4.03
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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
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Culvert @ Ch 2/710
0.4
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Culvert @ Ch 3/690
0.4
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch 2/710
18
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Culvert @ Ch 3/690
18
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
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-
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Culvert @ Ch 2/710
5.4
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Culvert @ Ch 3/690
5.4
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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
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-
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Culvert @ Ch 2/710
20
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Culvert @ Ch 3/690
20
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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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-
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Culvert @ Ch 2/710
9.47
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Culvert @ Ch 3/690
9.47
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1 No. - Construction of 4 m Span RCC Slab culvert. @ Ch. 1/690
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technica
6.08
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technica
1.62
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
30
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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.
141.37
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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.
16.16
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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.
16.16
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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
89.86
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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
66.76
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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 kr
4.84
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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 kr
18.58
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-
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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
1.89
-
-
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
18
-
-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
7.2
-
-
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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
16
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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.
9.16
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Construction of Side Drain Work @Km 0/0 - 0/127 RHS,0/287-0/370 RHS, 0/324-0/428LHS,0/395-0/428 RHS & 0/517-0/568 Both Side
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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.
Km 0/0-0/127 RHS, 0/287-0/370 RHS
511.86
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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.
Km 0/0-0/127 RHS, 0/287-0/370 RHS
80.82
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-
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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.
Km 0/0-0/127 RHS, 0/287-0/370 RHS
107.76
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-
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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.
Km 0/0-0/127 RHS, 0/287-0/370 RHS
161.64
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-
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For the First Year from the date of
completion of work
1
-
-
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For the Second Year from the date of
completion of work
1
-
-
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For the Third Year from the date of
completion of work
1
-
-
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For the Fourth Year from the date of
completion of work
1
-
-
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For the Fifth Year from the date of
completion of work
1
-
-
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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 (for Construction & maintenance) above this row in column "BB" for all works in this package}
1
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