Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Mar 2025
Closing Date5 Apr 2025
Tender Amount₹ 5,50,15,000
Technical
Technical
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is "A" Class in PWD or equivalent in CPWD/Railways and other state Governments.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = ( A*N*M - B ) where A = Maximum value of civil engineering works executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited M = 2 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder is not explicitly stated in terms of years for the bidder as a whole. However, specific technical personnel have the following experience requirements: - A Degree Holder in Civil Engineering should have 2 years of experience in road works.
- A Diploma Holder in Civil Engineering should have 3 years of experience in road works. The bidder should have experience in works of a similar nature and size for each of the last five years. The information provided does not specify exact values or percentages that the bidder must have completed, except that the bidder can propose subcontracting the components of the Works for construction/up-gradation, aggregating to not more than 25 percent of the Contract Price.
Costs
EMD
₹ 11,00,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KSRRD_140020_1Bid Award Id
ViewTender No
JK023013Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Stone Masonary
16
483
7739.36
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Cement concrete
9
703
6333.3
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Reinforced cement concrete
4
1266
5067.64
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Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Techanical Specification Clause 201 .By Mechanical Means in area of non-thorny jungle
0.88
36446
32073.03
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Earth Work
-
-
-
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Chapter 3,3.5 II
3044.33
74
225432.64
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Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m ( average lead 25 m) as per Technical specification clause 307. By mechanical means
2400
25
61560
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Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clause 301.5
2510.56
68
172651.21
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PAVEMENT
-
-
-
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Loosning and compacting excevating the soil below formation level upto the depth of 300mm and compacting the same soil at OMC and MGD
1312.5
63
83934.38
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Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means & disposal of scarified material with a lift to 3m & lead up to 1000m as per technical specification clause 301.4
3150
11
37107
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Granular Sub Base:Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
2855.25
1006
2874123.2
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Wet Mix Macadam (WMM) :-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadamspecification including premixing the material with water at OMC im mechanical mixer (Plug mill) , carriage of mixed material by tipper to site, laying in uniform layers in sub base/ base course on a well prepared sub base and compacting with smooth wheel roller of 80-100 KN weight to achieve the desired density including lighting, barricading and maintenace of diversion etc as per table 400.11 & 400.12 and technical specification clause 406
1550.25
1857
2880116.46
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Prime Coat :- Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
20670
53
1098817.2
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Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the rquired grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504.
1033.5
7811
8073309.27
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Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503.
20670
14
305502.6
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20mm thick OGPC :- Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen or emulsion 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 80-100kN static roller capacity ,finished to required level and grade to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical Means Bitumen (S-90)
20670
173
3589138.8
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Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90)
20670
71
1480592.1
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Shoulders :- Development of shouldersusing stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause
750
1875
1406317.5
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Earthen Shoulder:-Construction of Earthen shoulder of approved material taken from barrow pits transporting to site and spreading including compacting to required slope and compacting to meet the requirements of technical specification clause 407 with all leads and lifts
1750
457
801115
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Cross Drainage Pipes
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
149.06
520
77541.01
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Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
17.72
1111
19693.48
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Providing and laying reinforced cement concrete pipe NP3 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 as per Clause 1106. (1000mm dia)
-
-
-
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1000mm Dia
7.5
6891
51685.95
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500mm Dia
52.5
3669
192673.95
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300mm Dia
112.5
3682
414324
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
110.96
1391
154367.55
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3.0m Span RCC Culvert
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
180
520
93636
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Type B (First Class) Bedding/Stone Soling: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
4.5
1111
5001.17
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)
7.5
5247
39355.8
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C M-20 in foundation)
18.45
6147
113422.48
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203[P.C.C grade M 20 Nominal mix (1:2:4)]
67.32
5885
396244.85
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Providing concrete for plain/reinforced concrete in Superstructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203[R.C.C grade M 20 Nominal mix(1:2:4)]
96.75
6323
611768.63
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {R.C.C grade M 20 Nominal mix (1:1.5:3)}
23.75
6885
163521.36
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Supplying, fitting, and placing TMT bar reinforcement in Foundation / Superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.22
88906
375186.02
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Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7
40
221
8873.2
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Diversion of Nallah during execution of work if found necessary including diversion of traffic during execution and makings the things good after completion of job incl. hire charges of land if found necessary.
1
30000
30000
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
60
1391
83472
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Providing & fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing & staircase railing & similar work like culverts etc including applying a priming coat of approved steel primer. ( MS Tube (Medium) 40mm nominal bore, GI Pipes 40mm nominal bore & ERW Tubes 40mm nominal dia)
8
3000
24000
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Cement Concrete Drain
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3 m depth)
583.2
520
303380.64
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Type B (First Class) Bedding/Stone Soling: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
97.2
1111
108025.16
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)
97.2
5247
510051.17
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-20 Nominal mix 1:2.4) including cost and carriage of all materials involved(Finished work to be measured)
336.14
5885
1978516.68
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Backfilling behind abutment wing wall and return wall complete as per drawings and technical specifications
109.35
1391
152127.72
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PCC Edge WALL
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3 m depth)
123
520
63984.6
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Type B (First Class) Bedding/Stone Soling: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
15.38
1111
17092.87
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-15 Nominal mix 1:2.5:5) including cost and carriage of all materials involved(Finished work to be measured)
195.98
5346
1047854.11
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Providing weepholes in brick masonary/stone masonary plain/reinforced concrete abutments,wing wall,return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1(v):20(H) towards drawing face complete as per drawings & technical specifications Clause 614,709,1204.3.7(finished work to be measured)
410
221
90950.3
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Backfilling behind abutment wing wall and return wall complete as per drawings and technical specifications
156.83
1391
218181.9
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RRM Protection Work
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3 m depth)
429.45
520
223399.89
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)
71.58
5247
375611.76
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Polygonal /random rubble masanory uncoarsed brought to course in cement sand mortar 1:6 with quarry stones in foundation and plinth including cast oof bond stones and levelling up at specified levels with M5 grade of stone aggregate 20mm size
842.33
6259
5272893.14
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Polygonal /random rubble masanory uncoarsed brought to course laid in DRY with quarry stones lied dry in foundation (30%)
525
4787
2513463.75
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Providing PCC 100mm PCC coping on top of retaining wall and breast wall as per drawing and technical specification
570
381
217455
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Backfilling behind abutment wing wall and return wall complete as per drawings and technical specifications
532.5
1391
740814
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Crate Protection
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lead upto 3m. [Item=11.1(I)ii]
114.75
520
59692.95
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Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 , [Item=14.2]
367.2
2192
805137.41
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material), [Item=12.10(I)]
137.7
1391
191568.24
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Road Furniture
-
-
-
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PMGSY LOGO:-Providing and fixing of typical PMGSY informatory sign Board with logo as per MORD specification and drawing. Three MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edges. The lower plate will be welded with MS angle iron frame of 25x25x5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the 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 tubes will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Drwing No.JK10DA 8 enclosed (Chapter10,10.16)
1
15641
15641.59
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Citizen infarmative board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.
1
16000
16000
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Maintenance board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.
1
14000
14000
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PMGSY LOGO BOARD:-Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing.
3
4000
12000
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Kilometer Stone Reinforced cement concrete M-15 grade KM stone /local stone of standard design as per IRC -8, fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 ordinary Km stone (precast) Chapter 10,10.10
5
2558
12792.05
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Providing and fixing of 200m stones in position including painting and printing etc as per drawing and technical specification
25
592
14818.75
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1105.33
541
598469.88
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
15
3001
45019.5
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Total Construction cost
1
1
41628338.6
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Maintenance for five years
-
-
-
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1st year
1
499540
499540.06
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2nd Year
1
749310
749310.09
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3rd Year
1
999080
999080.13
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4th Year
1
1248850
1248850.16
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5th Year
1
1498620
1498620.19
Evaluation Notes How It Works ?
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