Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Mar 2025
Closing Date24 Mar 2025
Tender Amount₹ 7,95,30,000
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid is calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B) Where: A = Maximum value of Civil Engineering works executed in any one year during the last five years (updated to the current price level) B = Value of current price level of the existing commitments & ongoing works to be completed during the next years (period of completion of works for which bids are invited) N = Number of years prescribed for completion of the works for which the bids are invited. For work completion period less than one year, the value will be taken as one year. Additionally, the bid capacity should be more than the Estimated cost of the work. The bidder is required to have a total financial turnover in respect of Civil Engineering works of an amount not less than 60% of the amount put to tender during any year of the last preceding five financial years. Other conditions mentioned are:
* The total financial turnover in respect of civil engineering works should be at least 60% of the amount put to tender during any one financial year of the last preceding five financial years.
* The Annual turnover should be a minimum of 200% of the annual payment of the work put to tender.
* The bidder should have experience of similar nature of work with a value of at least 40% of the estimated cost put to tender during any one financial year in the last preceding five years. The Base Year is 2023-24, and the Period of Completion of Work is mentioned, but these are used as details for the Estimated Cost of the Work. The bidder should indicate actual figures of costs and amounts for the work executed without accounting for the escalation factors. If the financial figures and value of completed works are in foreign currency, the current market exchange rate will be applied for the purpose of conversion of amount in foreign currency into Indian rupees. The escalation factors are as follows:
- One year before: 1.10
- Two years before: 1.21
- Three years before: 1.33
- Four years before: 1.46
- Five years before: 1.61 The available bid capacity will be calculated based on the maximum value of civil engineering works executed in the last five years, the value of existing commitments and ongoing works, and the number of years prescribed for completion of the works. The required Bid Capacity is to be more than the Estimated cost of the work.
Technical Capacity
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The required prior work experience for the bidder includes having completed similar nature of work worth 40% of the estimated cost put to tender during any one financial year in the last preceding five years, excluding the current financial year. The bidder should have completed at least 40% of the estimated cost put to tender for road works. The period of consideration for the prior work experience is from 2019-20 to 2023-24, excluding the current financial year 2024-25. The bidder should furnish "Similar Works Experience with List of projects executed that are similar in nature to the work" in Format-I. Additionally, the bidder should have an annual turnover of civil construction works of at least 200% of the annual payment of the work put to tender, or a total financial turnover of at least 60% of the amount put to tender during any one financial year in the last preceding five years. The bidder should also provide a statement showing the value of existing commitments and ongoing works till the stipulated period of completion. The bidder is required to have a bid capacity, which is the total value of civil engineering construction work performed in the last five years, with a certificate from a Chartered Accountant. The bid capacity should be more than the estimated cost of the work. The total financial turn over in respect of Civil Engineering works should be of an amount not less than 60% of the amount put to tender during any year of the last preceding five financial years. The specific details of the required prior work experience, including some values and percentages, are mentioned, which include 40% of the estimated cost put to tender for similar nature of work, 200% of the annual payment of the work put to tender for annual turnover, and 60% of the amount put to tender for total financial turnover.
Costs
EMD
₹ 7,95,300Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of K.c Pur Rd Road To Khadisole Boarder Road Under Mmsy-cmrl In The District Of Mayurbhanj For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_111507_1Bid Award Id
ViewTender No
Road Online N.C.B. No-369Tender 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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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
9900
28
283239
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Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications for Road & Bridges work (4th Revision) as per direction of Engineer-in-Charge. (Material with Crushiable like stone screening)
6870.39
3047
20939299.83
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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
4618.35
3565
16465387.6
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
27489
37
1039084.2
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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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
27489
13
370551.72
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Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H Specifications for Road and Bridge works.
1374.45
9077
12476253.75
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Providing and laying semi dense bituminous concrete with 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) AR-175/47
687.23
11313
7775306.48
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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
121.55
1144
139110.33
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Construction of un-reinforced 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 M-30 (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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.
594
7683
4564022.76
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
732.28
270
198367.33
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Plain Cement Concrete M15 (1:2.5:5) nominal mix) in foundation as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD and as per direction of Engineer-in-Charge.
192.29
6397
1230248.35
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Plain Cement Concrete M15 (1:2.5:5) nominal mix) in Sub structure as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD and as per direction of Engineer-in-Charge.
527.26
6539
3448232.95
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Providing concrete for plain / reinforced concrete M-20 in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
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foundation
3.7
6954
25730.32
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge
-
-
-
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Deck slab
27.96
10322
288617.1
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.
5.2
2330
12118.55
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
24.6
8703
214104.38
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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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1000 mm dia Single row
70
5675
397270.3
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600 mm dia Single row
40
2695
107809.2
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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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
160
111
17867.2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 and as per direction of EIC
-
-
-
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600mm equilateral triangle
32
2261
72376
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800mm x600mm rectangular ( For Place Indentification)
2
2310
4620.08
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes.and as per direction of EIC.
1161
390
453149.91
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of EIC
2
11860
23720.1
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Providing and fixing of typical CITIZEN INFORMATION BOARD with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of EIC
3
18442
55328.88
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of EIC. (Intermediate Logo)
4
3344
13377.44
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)
1
28398
28398.25
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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
205
958
196400.25
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
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5th kilometer stone
2
4416
8832.74
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Ordinary kilometer stone
3
2669
8008.02
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200 mm Stone
22
752
16559.4
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Maintenance
-
-
-
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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
476.43
329
157026.56
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2nd Year
907.12
329
298977.68
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3rd Year
1359.98
329
448235.81
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4th Year
1815.66
329
598423.38
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5th Year
2269.31
329
747941.88
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1st Year
367.5
60
22094.1
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2nd Year
477.75
60
28722.33
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3rd Year
514.5
60
30931.74
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4th Year
532.88
60
32036.75
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5th Year
551.25
60
33141.15
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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
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1st Year
275.63
621
171168.99
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2nd Year
275.63
621
171168.99
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3rd Year
275.63
621
171168.99
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4th Year
275.63
621
171168.99
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5th Year
275.63
621
171168.99
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Maintenance of Hume pipe /Slab/Boxcell Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
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1st Year
25
1713
42830.25
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2nd Year
25
1713
42830.25
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3rd Year
25
1713
42830.25
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4th Year
25
1713
42830.25
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5th Year
25
1713
42830.25
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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
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1st Year
5.5
3206
17634.49
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2nd Year
5.5
3206
17634.49
... More
3rd Year
5.5
3206
17634.49
... More
4th Year
5.5
3206
17634.49
... More
5th Year
5.5
3206
17634.49
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charg
-
-
-
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1st Year
24
176
4226.64
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2nd Year
24
176
4226.64
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3rd Year
23
176
4050.53
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4th Year
23
176
4050.53
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5th Year
23
176
4050.53
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 as per direction of the Engineer in charge
-
-
-
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1st Year
5.5
1538
8460.76
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2nd Year
5.5
1538
8460.76
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3rd Year
5.5
1538
8460.76
... More
4th Year
5.5
1538
8460.76
... More
5th Year
5.5
1538
8460.76
... More
Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911 as per direction of the Engineer in charge
-
-
-
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1st Year
13.96
1806
25218.6
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2nd Year
13.96
1806
25218.6
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3rd Year
13.96
1806
25218.6
... More
4th Year
13.96
1806
25218.6
... More
5th Year
13.96
1806
25218.6
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 as per direction of the Engineer in charge
-
-
-
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1st Year
132
32
4303.2
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2nd Year
132
32
4303.2
... More
3rd Year
132
32
4303.2
... More
4th Year
132
32
4303.2
... More
5th Year
132
32
4303.2
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st Year
60
10
658.2
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2nd Year
62
10
680.14
... More
3rd Year
63
10
691.11
... More
4th Year
64
10
702.08
... More
5th Year
65
10
713.05
... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
918.75
3
3362.63
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2nd Year
918.75
3
3362.63
... More
3rd Year
918.75
3
3362.63
... More
4th Year
918.75
3
3362.63
... More
5th Year
1102.5
3
4035.15
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