Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Apr 2025
Closing Date14 May 2025
Tender Amount₹ 3,60,99,000
Technical
Technical
Additional Eligibility
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 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: - Technical personnel with 3 years of experience in road works, with 2 personnel having a degree in civil engineering and 4 personnel having a diploma in civil engineering.
- Lab Assistant with 3 years of experience for field testing laboratory. The bidder should have completed works with a value of more than one-third of the estimated cost of works, which is Rs. 41.73 Lakhs. The bidder must 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. The bidder should have a 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 performing work as a prime contractor or sub-contractor on construction works of a similar nature and volume over the last five years. The value of similar works completed should be provided, along with a certificate from the Engineer-in-charge. 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. Additionally, 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. No specific percentage of similar works completed is mentioned, but the bidder is required to provide information on similar works, including the value. The available bid capacity will be calculated based on the 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 a rate of 8 percent per year. The bidder's available bid capacity for construction work should be equal to or more than the total bid value, excluding maintenance but including GST. For the Joint Venture, the lead partner should meet not less than 50% of the qualification criteria, and each of the remaining partners should meet not less than 25% of all the qualifying criteria. The Joint Venture must also collectively satisfy the subject of the criteria, with the relevant figures for each partner added together to arrive at the Joint Venture total capacity, which should be 100% or more.
Costs
EMD
₹ 7,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Strengthening Of The Road From Mrl-15 Galegounadanur To Pudupatti (via) Errabaiyanahalli, Karubaiyanahalli, Nekkunthi Km. 0/0 - 4/800 In Package No.tn04-272
Description
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Contact
Tender Id
2025_RDTN_140128_1Tender No
TN04272Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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Km.0/0-4/800
6000
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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Km.0/0 to 1/0
101.25
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Km.1/0 to 2/0
101.25
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Km.2/0 to 3/0
101.25
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Km.3/0 to 4/0
101.25
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Km.4/0 to 4/800
81
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Construction of embankment using tractor with grader 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 (Filling with Cut Earth)
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Km.0/0 to 1/0
101.25
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Km.1/0 to 2/0
101.25
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Km.2/0 to 3/0
101.25
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Km.3/0 to 4/0
101.25
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Km.4/0 to 4/800
81
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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 (Carted Earth)
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Km.0/0 to 1/0
1657.96
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Km.1/0 to 2/0
1744.19
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Km.2/0 to 3/0
1708.55
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Km.3/0 to 4/0
1467.73
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Km.4/0 to 4/800
1055.06
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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 to 1/0
560.87
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Km.1/0 to 2/0
562.5
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Km.2/0 to 3/0
562.5
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Km.3/0 to 4/0
562.5
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Km.4/0 to 4/800
445.84
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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 to 1/0
590.35
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Km.1/0 to 2/0
568.34
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Km.2/0 to 3/0
562.5
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Km.3/0 to 4/0
562.5
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Km.4/0 to 4/800
445.84
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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Km.0/0 to 1/0
3935.65
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Km.1/0 to 2/0
3788.91
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Km.2/0 to 3/0
3750
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Km.3/0 to 4/0
3750
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Km.4/0 to 4/800
2972.25
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km.0/0 to 1/0
3946.53
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Km.1/0 to 2/0
3788.91
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Km.2/0 to 3/0
3750
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Km.3/0 to 4/0
3750
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Km.4/0 to 4/800
3000
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Bituminous Macadam: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 6%)
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Km.0/0 to 1/0
196.78
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Km.1/0 to 2/0
189.44
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Km.2/0 to 3/0
187.5
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Km.3/0 to 4/0
187.5
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Km.4/0 to 4/800
148.61
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Mix Seal Surfacing Using Waste Plastic:-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 510
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Km.0/0 to 1/0
3946.53
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Km.1/0 to 2/0
3788.91
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Km.2/0 to 3/0
3750
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Km.3/0 to 4/0
3750
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Km.4/0 to 4/800
3000
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km.0/0 to 1/0
5.62
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Km.1/0 to 2/0
5.62
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Km.2/0 to 3/0
5.62
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Km.3/0 to 4/0
5.62
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Km.4/0 to 4/800
5.06
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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-
Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
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Km.0/0 to 1/0
200
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Km.1/0 to 2/0
200
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Km.2/0 to 3/0
200
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Km.3/0 to 4/0
200
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Km.4/0 to 4/800
160
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Providing and erecting single sided Double Guard Metal Beam Crash Barier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
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Km.0/830 to 0/860 - LHS
30
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Km.2/100 to 2/190 - RHS
90
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Providing and Fixing 'Logo' of PMGSY project
4
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Providing and Fixing Name Board project
1
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Providing and Fixing 'Citizen information Board' of PMGSY project
1
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Providing and fixing 'Maintanence information Board' of PMGSY Project
1
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Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)
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60CM Equilateral Trainagle (Cautinary) Sign Board
12
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60CM Circular (Mandatory) Sign Board
20
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Chevron Signs 90Cm Octagon (Curves)
24
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Reflector
8
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Kilometre stone
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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i) Ordanary Kilometer Stone (Precast)
4
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ii) 200m Stone
20
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iii) Guard Stone
48
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Construction of 1.5m Span Culvert at 0/770
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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.
6.05
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
17.87
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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.
2.7
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
90.3
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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.
10.32
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
10.32
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill level)
50.64
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill level)
27.76
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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.
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
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 Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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.
7.7
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Construction of 6.0m Span Culvert at 4/050
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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.
6.05
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
17.87
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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.
2.7
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
183.08
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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.
19.27
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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.
19.4
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill level)
105.4
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill level)
51.14
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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.
4.26
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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
24.48
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
2.87
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
15
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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 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.
5.06
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ProtectiveWork Km.0/890 to 0/960 LHS
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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.
78.75
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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.
15.75
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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.
21
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Cement concrete 1 : 2 : 4 mix using 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 Ground level Footing
37.8
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Cement concrete 1 : 2 : 4 mix using 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 Ground level Body wall
80.2
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Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
140
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ProtectiveWork Km.3/340 to 3/410 LHS
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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.
78.75
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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.
15.75
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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.
21
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Cement concrete 1 : 2 : 4 mix using 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 Ground level Footing
37.8
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Cement concrete 1 : 2 : 4 mix using 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 Ground level Body wall
80.2
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Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
140
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
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For 1st year
1
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For 2nd year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
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 (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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