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₹ 4,64,15,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender includes Super/Special class Contractor and “A” Class Contractor.
Bid Capacity
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The formula for bid capacity is (A*N*2 - B), where A represents the maximum value of Civil Engineering works executed in any one year during the last five years, B represents the value of current price level of the existing commitments and ongoing works to be completed during the next years, and N represents the number of years prescribed for completion of the works for which the bids are invited.
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, starting from 2019-20 to 2023-24, excluding the current financial year 2024-25 for road works. The bidder should have completed works of similar type and magnitude. The value of similar works completed is at least 40% of the estimated cost put to tender in one financial year. Additionally, the bidder's annual turnover of civil construction works should be at least 200% of the annual payment of the work put to tender. 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 bidder should also have in possession of the required machineries, either owned or on hire/lease, as specified in the relevant clauses of the specification of Road and Bridge work. The bidder should submit details of works of similar type and magnitude carried out by them, along with the value of the works.
Costs
EMD
₹ 4,64,150Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Tirilipi Sarjamgoda To Nh-49 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_1Tender 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.
3444
28
98532.84
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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)
2139.64
2273
4865284.6
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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)
1621.58
2685
4353974.73
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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
6273
38
241635.96
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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
6273
13
87696.54
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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
156.83
10459
1640391.61
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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.
389.74
924
360287.35
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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.
1039.5
6668
6932269.58
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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.
1999.12
270
541541.62
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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.
315.79
5501
1737350.26
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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.
1201.85
5604
6736056.77
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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
150.75
5983
901999.06
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Sub-Structure
10
6086
60865.5
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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
263.94
6549
1728693.51
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Sub-Structure
179.66
8445
1517302.36
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Super-Structure
239.71
9282
2225191.97
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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.
247.9
2257
559582.19
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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.
30.74
6562
201729.1
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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
688.1
8807
6060640.3
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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
60
6105
366337.2
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1000 mm dia Double row
15
6105
91584.3
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
47.75
2858
136502.45
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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
415
110
45799.4
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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
2042
65364.8
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800mm x600mm rectangular ( For Place Indentification)
2
2197
4394.22
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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
11634
11634.19
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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
17886
53659.11
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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
3193
12775.16
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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
28005
28005.91
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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
172
944
162371.44
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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
2419
12097.4
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200 mm Stone
12
710
8520.12
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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
717.98
331
237787.8
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2nd Year
861.57
331
285343.37
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3rd Year
897.47
331
297233.09
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4th Year
933.37
331
309122.81
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5th Year
969.27
331
321012.53
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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
184.5
60
11092.14
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2nd Year
239.85
60
14419.78
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3rd Year
258.3
60
15529
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4th Year
267.53
60
16083.9
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5th Year
276.75
60
16638.21
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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
92.25
621
57288.17
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2nd Year
73.8
621
45830.54
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3rd Year
92.25
621
57288.17
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4th Year
92.25
621
57288.17
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5th Year
92.25
621
57288.17
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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
13
1713
22271.73
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2nd Year
13
1713
22271.73
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3rd Year
13
1713
22271.73
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4th Year
13
1713
22271.73
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5th Year
13
1713
22271.73
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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
2.9
3206
9298.18
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2nd Year
2.9
3206
9298.18
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3rd Year
2.9
3206
9298.18
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4th Year
2.9
3206
9298.18
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5th Year
2.9
3206
9298.18
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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
2.9
1538
4461.13
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2nd Year
2.9
1538
4461.13
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3rd Year
2.9
1538
4461.13
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4th Year
2.9
1538
4461.13
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5th Year
2.9
1538
4461.13
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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
1712
23908.18
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2nd Year
13.96
1712
23908.18
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3rd Year
13.96
1712
23908.18
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4th Year
13.96
1712
23908.18
... More
5th Year
13.96
1712
23908.18
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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
156
32
5085.6
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2nd Year
156
32
5085.6
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3rd Year
156
32
5085.6
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4th Year
156
32
5085.6
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5th Year
156
32
5085.6
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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.
-
-
-
... More
1st Year
430.5
20
8967.32
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2nd Year
516.6
20
10760.78
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3rd Year
398.52
20
8301.17
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4th Year
495.08
20
10312.52
... More
5th Year
602.7
20
12554.24
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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
308
3
1127.28
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2nd Year
246
3
900.36
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3rd Year
308
3
1127.28
... More
4th Year
308
3
1127.28
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5th Year
369
3
1350.54
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