Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Mar 2025
Closing Soon7 Mar 2025
Tender Amount₹ 6,43,45,000
Technical
Technical
Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are "A" Class and "B" Class.
Bid Capacity
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The bid capacity required can be calculated using the formula: Assessed Available Bid Capacity = (A * N * 2) - B, where A is the maximum value of Civil Engineering works executed in any one year, B is the value of existing commitments, and N is the number of years prescribed for completion of the works. However, the specific bid capacity required for the given tender is not directly provided, but it is mentioned that the Earnest Money Deposit (EMD) is Rs. 10,000.00 for each listed work, and additional security is required to reach 2% or 3% of the work's cost.
Technical Capacity
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Specific details on the required prior work experience, such as the amount or percentage of similar works completed, are not explicitly mentioned. The bidder should have experience in works of similar type and magnitude.
Costs
EMD
₹ 6,44,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_110486_17Tender No
CCERWCSBD Online - 18/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the Engineer in charge.
8550
28
245043
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Construction of Granular Sub Base by providing moorum & sand admixture in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge
4556.76
920
4193905.2
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Providing and laying Water Bound Macadam (WBM) grading of coarse aggregate confirming to table :400.7 & 400.8, in compacted layers as per the specifications.( With Crushable Moorum & as per direction of Engineer in charge
-
-
-
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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
1362.66
3123
4256745.44
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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
1461.1
3232
4723648.63
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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 Engineer in charge
18168.75
41
748552.5
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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 Engineer in charge
18168.75
14
265445.44
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade Penetration Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 & as per direction of Engineer in charge
18168.75
206
3758932.69
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 with VG-30Grade Penetration Grade Bitumen & as per direction of Engineer in charge
18168.75
85
1545978.94
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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 & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the Engineer in charge.
236.25
7075
1671525.45
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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.
3367.02
270
912092.05
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
609.87
1004
612425.36
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Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
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Foundation
941.18
5754
5416330.9
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Sub-structure
2656.3
5896
15663829.22
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R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
-
-
-
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Foundation
191.28
7017
1342280.62
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Sub-structure
130.62
8896
1162069.97
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Super-structure
206.7
9735
2012238.97
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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
-
-
-
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Super-structure
51.08
87913
4490629.75
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Providing Concrete for reinforced cement concrete of M25 for Guard Post and Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
111.4
2294
255588.36
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Plain Cement Concrete M20 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD.
175.54
6339
1112755.08
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Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
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600 mm dia Single row
7.5
2745
20589.08
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1000 mm dia Single row
90
6056
545068.8
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1000 mm dia Double row
30
6056
181689.6
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 of MoRD.
23.51
7035
165401.08
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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 as per direction of Engineer in charge.
102.6
2681
275105.48
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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.
876
111
97875.48
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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 Engineer in charge
-
-
-
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900mm equilateral triangle
32
2191
70138.88
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800mm x600mm rectangular ( For Place Indentification)
2
2240
4480.26
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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 Engineer in charge
4
3251
13006.36
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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 Engineer in charge
2
11755
23511.14
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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 Engineer in charge
3
18065
54195.78
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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 Engineer in charge
381
950
362235.75
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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
28216
28216.4
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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
1
4167
4167.73
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Ordinary kilometer stone
5
2497
12489.15
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200 mm Stone
20
723
14473.6
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Maintenance Works
-
-
-
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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1st year
708.02
348
246765.18
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2nd year
849.62
348
296117.86
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3rd year
885.02
348
308456.21
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4th year
920.42
348
320794.55
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5th year
955.82
348
333132.9
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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
534.38
44
24031.38
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2nd year
694.69
44
31240.81
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3rd year
748.13
44
33643.93
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4th year
774.84
44
34845.51
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5th year
801.56
44
36047.09
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
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1st year
1246.88
20
25973.65
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2nd year
1496.25
20
31168.38
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3rd year
1558.59
20
32467.07
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4th year
1620.94
20
33765.76
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5th year
1683.28
20
35064.43
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st year
267.19
545
145687.2
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2nd year
267.19
545
145687.2
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3rd year
267.19
545
145687.2
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4th year
267.19
545
145687.2
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5th year
267.19
545
145687.2
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
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1st year
300
32
9779.4
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2nd year
300
32
9779.4
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3rd year
300
32
9779.4
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4th year
300
32
9779.4
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5th year
300
32
9779.4
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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 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
5.1
1538
7845.46
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2nd year
5.1
1538
7845.46
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3rd year
5.1
1538
7845.46
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4th year
5.1
1538
7845.46
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5th year
5.1
1538
7845.46
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Maintenance of Hume pipe 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
15
1713
25698.15
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2nd year
15
1713
25698.15
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3rd year
15
1713
25698.15
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4th year
15
1713
25698.15
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5th year
15
1713
25698.15
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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
5.1
3206
16351.98
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2nd year
5.1
3206
16351.98
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3rd year
5.1
3206
16351.98
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4th year
5.1
3206
16351.98
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5th year
5.1
3206
16351.98
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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 charge.
-
-
-
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1st year
35
176
6163.78
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2nd year
31
176
5459.35
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3rd year
23
176
4050.48
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4th year
23
176
4050.48
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5th year
24
176
4226.59
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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
1447.78
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2nd year
126
10
1381.97
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3rd year
80
10
877.44
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4th year
85
10
932.28
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5th year
70
10
767.76
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Triming of grass and weeds from the shoulder/berms and disposal the same 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
890.63
3
3258.8
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2nd year
712.5
3
2607.04
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3rd year
890.63
3
3258.8
... More
4th year
890.63
3
3258.8
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5th year
1068.75
3
3910.56
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Maintenance and 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 Engineer in Charge.
-
-
-
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1st year
13.96
1756
24518.27
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2nd year
13.96
1756
24518.27
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3rd year
13.96
1756
24518.27
... More
4th year
13.96
1756
24518.27
... More
5th year
13.96
1756
24518.27
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