Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 3,29,48,000
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid Capacity = (A*N*M - B) where A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as ½ and more than 6 months as 1 in a year).
M = 2 or such higher figure not exceeding 3 as may be specified.
B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. Bidders who meet the minimum qualification criteria will be qualified only if their available bid capacity for construction work is equal to or more than the total bid value excluding maintenance. The required information on bid capacity includes:
- Description of Work
- Place & State
- Contract No & Date
- Name & Address of Employer
- Value of Contract - Stipulated period of completion
- Value of works remaining to be completed - Anticipated Date of completion However, the specific value of the bid capacity required is not explicitly mentioned.
Technical Capacity
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The required prior work experience for the bidder includes having work experience as a prime contractor on construction works of a similar nature and volume over the last five years. The bidder should have satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of the work for which the bid is invited. In Naxal/Left Wing Extremist affected districts, this value is one-fourth of the estimated cost. For Maintenance Engineer, a degree in Civil Engineering with a minimum of 3 years of experience is required for contracts more than Rs. Five crores. For contracts up to Rs. Five crores, a diploma in Civil Engineering with a minimum of 3 years of experience is required. Additionally, for Lab Technician, a diploma in Civil Engineering with 5 years of practical experience is required for contracts more than Rs. Five crores. The bidder should also have achieved a minimum financial turnover, with at least 50% of it being from civil engineering construction works, equivalent to 60% of the amount put to bid if the amount is Rs. 200 lakhs or less, and 75% of the amount put to bid if it is more than Rs. 200 lakhs. In Naxal/Left Wing Extremist affected districts, the figure of 75% would be replaced by 50%. No specific percentage of similar works completed is mentioned, but the bidder needs to provide information on the value of contracts, stipulated period of completion, and value of works remaining to be completed. The bidder should have experience in works of a similar nature and size for each of the last five years. 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 the rate of 8 percent a year. The assessed available bid capacity is calculated using the formula: Assessed Available Bid Capacity = (A*N*M - B), where A is the maximum value of civil engineering works executed in any one year, N is the number of years prescribed for completion of the works, and M is 2 or a higher figure not exceeding 3. B is the value of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Costs
EMD
₹ 6,58,960Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_138871_2Tender No
Online NCB No-364Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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ROAD-B
37500
8
310125
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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc.complete.
-
-
-
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ROAD-B
15365.63
3
61001.55
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Providing and laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the matrial with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, laying in uniform layers with paver in subase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT & H specifications for Road & Bridge works (4th revision)
-
-
-
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ROAD-A
482.42
3071
1481680.67
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ROAD-B
1690.22
3071
5191257.2
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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete..
-
-
-
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ROAD-A
2.34
6472
15146.07
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Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C..
-
-
-
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ROAD-A
250
720
180140
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Finishing walls with water proofing Cement Paints ( two coats ) over wall surface including cost of paints etc. complete..
-
-
-
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ROAD-A
26.6
44
1177.32
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ROAD-B
51.8
44
2292.67
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge
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-
-
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200 meter Stone (Precast)
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-
-
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ROAD-A
6
754
4529.82
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ROAD-B
6
754
4529.82
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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
-
-
-
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ROAD-A
80
849
67987.2
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ROAD-B
36
849
30594.24
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Providing and fixing of retro reflective cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x x75 mm x x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x x450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801
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-
-
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600 MM Triangular
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-
-
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ROAD-A
1
3916
3916.68
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ROAD-B
6
3916
23500.08
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800x600 mm Rectangular
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-
-
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ROAD-A
1
6618
6618.83
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ROAD-B
1
6618
6618.83
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600 mm Circular
-
-
-
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ROAD-A
2
4949
9898.5
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ROAD-B
2
4949
9898.5
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600 mm x 600mm Square
-
-
-
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ROAD-A
1
5626
5626.2
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ROAD-B
1
5626
5626.2
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Earth Earthwork in excavation for structures as per drawing and technical specifications clause 305.10 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material.
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-
-
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ROAD-A
13.1
436
5722.08
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Earth work in hard soil with mechanical leads & initial lifts etc complete including rough dressing and breaking clods Etc. complete.
-
-
-
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ROAD-B
2069.5
359
743074.67
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Filling in foundation and plinth with sand watered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete
-
-
-
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ROAD-A
3.11
1414
4397.73
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Providing Plain cement concrete(PCC grade M15(Nominal Mix(1:2.5:5) in open foundation complete as per drawings and technical specification Clause 802, 803, 1202 & 1203
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-
-
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Foundation
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-
-
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ROAD-A
3.99
6165
24602.14
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Sub-Structure
-
-
-
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ROAD-A
6.82
6085
41503.59
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Providing 37.5 mm thick BUSG in one layers applying tack coat using 3.0 kg of bitumen /10 sqm, using 0.45 cum of 25mm to 40mm size H.G. metal & 0.12 cum of 12mm size h.g. chips for 10 sqm . etc. complete.
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-
-
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ROAD-B
3150.94
213
671685.88
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
-
-
-
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ROAD-A
7.5
6974
52308.6
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PERIODIC RENEWAL
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-
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Providing and apppying primer coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface etc complete
-
-
-
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ROAD-B
15365.63
41
639671.18
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge.
-
-
-
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ROAD-A
9375
17
162000
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ROAD-B
46875
17
810000
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
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-
-
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ROAD-A
235.28
10822
2546287.21
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ROAD-B
1174.13
10822
12706869.29
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Emergency Works
1
2995272
2995272.63
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Routine Maintenance
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-
-
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BT Works
-
-
-
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1st Year
-
-
-
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Road A
2.5
34700
86750
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Road B
11.3
34700
392005.9
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2nd Year
-
-
-
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Road A
2.5
40900
102250
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Road B
11.3
40900
462047.3
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3rd Year
-
-
-
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Road A
2.5
58100
145250
... More
Road B
11.3
58100
656355.7
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4th Year
-
-
-
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Road A
2.5
66900
167250
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Road B
11.3
66900
755769.3
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5th Year
-
-
-
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Road A
2.5
74900
187250
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Road B
11.3
74900
846145.3
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CC Works
-
-
-
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1st Year
-
-
-
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Road A
0.5
29000
14500
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Road B
1.2
29000
34887
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2nd Year
-
-
-
... More
Road A
0.5
29000
14500
... More
Road B
1.2
29000
34887
... More
3rd Year
-
-
-
... More
Road A
0.5
29000
14500
... More
Road B
1.2
29000
34887
... More
4th Year
-
-
-
... More
Road A
0.5
29000
14500
... More
Road B
1.2
29000
34887
... More
5th Year
-
-
-
... More
Road A
0.5
29000
14500
... More
Road B
1.2
29000
34887
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