Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 3,02,59,000
Technical
Technical
Financial
Class Of Bidder
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Super/Special class Contractor or “A” Class Contractor.
Bid Capacity
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The formula for Assessed Available Bid Capacity is (A*N*2-B), where A is the maximum value of Civil Engineering works executed in any one year during the last five years, B is the value of current price level of existing commitments and ongoing works, and N is the number of years prescribed for completion of the works.
Technical Capacity
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The required prior work experience for the bidder is in similar nature of work. Specifically, the bidder needs to have completed works that are similar in nature to the work being tendered, with details to be provided in Format-I. The bidder should have prior work experience of at least 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 annual turnover requirement is a minimum of 200% of the annual payment of the work put to tender. Additionally, 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. No specific percentage of similar works completed is mentioned, except for the requirement of 40% of the estimated cost for similar nature of work. The estimated cost of the work is between Rs. 302.59 Lakhs to Rs. 478.79 Lakhs. The bidder should also have a total financial turn over 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.
Costs
EMD
₹ 3,02,590Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Haladibani Talasahi To Samardafa Pwd Via Ambasahi Road Under Mmsy-trip Scheme In The District Of Mayurbhanj For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_111713_3Tender No
Road Online N.C.B. No-370Tender 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.
5880
28
168226.8
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Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302
946
433
409826.12
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Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1
3784
139
528662.64
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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)
2471.41
2640
6524991.97
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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)
1533.37
3095
4745979.49
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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
9753.75
38
375031.69
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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
9753.75
13
136162.35
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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
243.84
10841
2643666.95
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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.
178.27
898
160109.64
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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.
168.75
6830
1152694.13
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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.
951.11
270
257646.19
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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.
222.77
5681
1265658.84
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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.
715.63
5784
4139633.3
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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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Sub-Structure
59.12
6146
363398.22
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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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foundation
70.44
6698
471855.02
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Sub-Structure
42.3
8594
363548.62
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Super-Structure
70.55
9431
665426.19
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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.
32.9
2267
74596.8
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Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete as per specification & direction of Engineer in charge.
7.79
6710
52276.74
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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
160.2
8790
1408262.13
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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
52.5
6012
315656.78
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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
257
110
28287.99
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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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900mm equilateral triangle
32
2065
66090.24
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800mm x600mm rectangular ( For Place Indentification)
2
2219
4439.56
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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
1
11679
11679.51
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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
17998
53994.21
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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
3224
12896.04
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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
28084
28084.62
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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
946
194001.75
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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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Ordinary kilometer stone
5
2467
12337.9
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200 mm Stone
11
718
7901.08
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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
249.72
315
78859.08
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2nd Year
299.67
315
94632.79
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3rd Year
312.15
315
98573.85
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4th Year
324.64
315
102518.07
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5th Year
337.13
315
106462.28
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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
287
60
17254.44
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2nd Year
373
60
22424.76
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3rd Year
402
60
24168.24
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4th Year
416
60
25009.92
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5th Year
430
60
25851.6
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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
143.44
621
89077.67
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2nd Year
143.44
621
89077.67
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3rd Year
143.44
621
89077.67
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4th Year
143.44
621
89077.67
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5th Year
143.44
621
89077.67
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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
9
1713
15418.89
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2nd Year
9
1713
15418.89
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3rd Year
9
1713
15418.89
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4th Year
9
1713
15418.89
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5th Year
9
1713
15418.89
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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
2.8
3206
8977.56
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2nd Year
2.8
3206
8977.56
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3rd Year
2.8
3206
8977.56
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4th Year
2.8
3206
8977.56
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5th Year
2.8
3206
8977.56
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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
35
176
6163.85
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2nd Year
31
176
5459.41
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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
24
176
4226.64
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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
2.8
1538
4307.3
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2nd Year
2.8
1538
4307.3
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3rd Year
2.8
1538
4307.3
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4th Year
2.8
1538
4307.3
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5th Year
2.8
1538
4307.3
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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
1734
24212.22
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2nd Year
13.96
1734
24212.22
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3rd Year
13.96
1734
24212.22
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4th Year
13.96
1734
24212.22
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5th Year
13.96
1734
24212.22
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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
108
32
3520.8
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2nd Year
108
32
3520.8
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3rd Year
108
32
3520.8
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4th Year
108
32
3520.8
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5th Year
108
32
3520.8
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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
-
-
-
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1st Year
132
10
1448.04
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2nd Year
126
10
1382.22
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3rd Year
80
10
877.6
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4th Year
85
10
932.45
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5th Year
70
10
767.9
... More
Maintenance of Earthen Shoulder (stripping of excess soil) of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
669.38
20
13943.19
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2nd Year
803.25
20
16731.7
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3rd Year
619.65
20
12907.31
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4th Year
769.78
20
16034.52
... More
5th Year
937.13
20
19520.42
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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.
-
-
-
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1st Year
478
3
1749.48
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2nd Year
478
3
1749.48
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3rd Year
478
3
1749.48
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4th Year
478
3
1749.48
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5th Year
574
3
2100.84
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