Pradhan Mantri Gram Sadak Yojana Tender
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Technical
Technical
Bid Capacity
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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) N = Number of years prescribed for completion of the works for which the bids are invited B = Value of current price level of the existing commitments & ongoing works to be completed during the next years.
Technical Capacity
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The bidder must demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The bidder should have completed works of similar type and magnitude. The bidder's experience will be evaluated based on the maximum value of Civil Engineering works executed in any one year during the last five years, updated to the current price level, considering a 10 percent per year escalation factor. Details of works of similar type & magnitude carried out by the tenderer are required. However, specific values and percentages of similar works completed are not mentioned. Bidders are required to provide information on their bid capacity, including works for which bids have been finalized in their favor and works that are yet to be completed, but specific requirements for prior work experience in terms of years or the exact nature of similar works are not explicitly mentioned. The bidder is required to indicate whether design will be carried in-house or with the help of consultants, and if designs are to be prepared by back-up consultants, the bidder should furnish details of design assignment handled during the past 5 years.
Costs
EMD
₹ 5,51,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_110486_21Tender No
CCERWCSBD Online - 18/2024-25Tender 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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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
716.29
50
36058.24
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Excavation in Soil in Hilly Area by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.1.
3050.4
74
227925.89
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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
10416
28
298501.73
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Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
2074.27
1822
3780953.96
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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)
4363.56
2389
10425596.46
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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.
27825.6
40
1124599.45
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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.
27825.6
14
406365.06
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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 work.
1391.28
8114
11289160.35
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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
695.64
10459
7275940.84
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Dismantling of lime concrete, cement concrete grade M-10 & below including T&P & scaffolding wherever necessary, sorting & dismantling materials disposal of unserviceable materials with all lead & lift & lead of 1000 mtr
82.24
528
43452.24
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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.
1510.68
270
409228.92
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
482.23
724
349132.35
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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
382.88
5268
2017125.26
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Sub-structure
757.47
5371
4068701.49
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P.C.C., Nominal Mix ( 1:2:4) in using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
-
-
-
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Foundation
45.61
5805
264770.16
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Sub-structure
91.55
5908
540922.09
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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
69.27
6423
444961.95
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Sub-structure
52.65
8321
438133.29
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Super-structure
85.63
9160
784362.76
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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 1206.3of MoRD and as per direction of Engineer in charge.
12.46
6438
80193.39
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R.C.C. M25 For Railing & Guard post using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
19.6
2239
43894.2
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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
22.37
87737
1962679.6
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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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HPC 1000 mm dia Single row
45
5405
243230.85
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HPC 1000 mm dia Double row
20
5405
108102.6
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1000mm dia single row Extension
10
5405
54051.3
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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
261.2
110
28878.27
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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
146.24
2454
358924.14
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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.
1175.02
352
414054.96
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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
42
2024
85023.54
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800mm x600mm rectangular ( For Place Indentification)
2
2178
4357.66
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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
3169
12679.4
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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.
1
11632
11632.97
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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
17763
53289.39
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providing and fixing Guide post with 150 mm dia R.C.C made with RCC of M15 including cost, conveyance etc complete as per direction of Engineer in charge.
272
940
255807.84
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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
28003
28003.41
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Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
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Ordinary kilometer stone
6
2356
14136.06
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200 mm Stone
20
698
13963.2
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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
260.4
545
141985.96
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2nd year
208.32
545
113588.77
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3rd year
260.4
545
141985.96
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4th year
208.32
545
113588.77
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5th year
260.4
545
141985.96
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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
217
44
9758.71
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2nd year
282.1
44
12686.32
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3rd year
303.8
44
13662.19
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4th year
314.65
44
14150.13
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5th year
325.5
44
14638.06
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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
208.32
20
4339.51
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2nd year
249.98
20
5207.42
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3rd year
118.05
20
2459.06
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4th year
239.57
20
4990.44
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5th year
291.65
20
6075.32
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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
715.05
343
245969.05
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2nd year
858.06
343
295163.2
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3rd year
893.81
343
307461.56
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4th year
929.56
343
319759.93
... More
5th year
965.31
343
332058.3
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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
9
1713
15418.89
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2nd year
9
1713
15418.89
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3rd year
9
1713
15418.89
... More
4th year
9
1713
15418.89
... More
5th year
9
1713
15418.89
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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
4.96
1538
7630.09
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2nd year
4.96
1538
7630.09
... More
3rd year
4.96
1538
7630.09
... More
4th year
4.96
1538
7630.09
... More
5th year
4.96
1538
7630.09
... More
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
4.96
3206
15903.1
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2nd year
4.96
3206
15903.1
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3rd year
4.96
3206
15903.1
... More
4th year
4.96
3206
15903.1
... More
5th year
4.96
3206
15903.1
... More
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
... More
3rd year
23
176
4050.48
... More
4th year
23
176
4050.48
... More
5th year
24
176
4226.59
... More
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
132
10
1447.78
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2nd year
126
10
1381.97
... More
3rd year
80
10
877.44
... More
4th year
85
10
932.28
... More
5th year
70
10
767.76
... More
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.
-
-
-
... More
1st year
14.2
1696
24095
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2nd year
14.2
1696
24095
... More
3rd year
14.2
1696
24095
... More
4th year
14.2
1696
24095
... More
5th year
14.2
1696
24095
... More
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
-
-
-
... More
1st year
868
3
3176.01
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2nd year
694.4
3
2540.81
... More
3rd year
868
3
3176.01
... More
4th year
868
3
3176.01
... More
5th year
1041.6
3
3811.21
... More
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.
-
-
-
... More
1st year
156
32
5085.29
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2nd year
156
32
5085.29
... More
3rd year
156
32
5085.29
... More
4th year
156
32
5085.29
... More
5th year
156
32
5085.29
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