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₹ 3,68,30,000
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, for specific technical personnel, the experience required is as follows: - A Degree Holder in Civil Engineering: 2 Years
- A Diploma Holder in Civil Engineering: 3 Years The bidder is required to have experience in works of a similar nature and size for each of the last five years. The experience should be supported by certificates from the concerned officer not below the rank of Executive Engineer or equivalent. Regarding the value and percentage of similar works completed, the information provided does not specify the exact value or percentage of similar works that the bidder must have completed. The bidder should provide details of similar nature of works executed, but specific values or percentages are not mentioned.
Costs
EMD
₹ 7,37,000Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KSRRD_140022_1Bid Award Id
ViewTender No
JK023002Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
6426.45
74
475878.25
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Construction of embcankment with approved material deposited at with from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet the requirement of Table 300.1 and 300.2 as per technical specification clause 301.5
6551.39
68
450539.23
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Construction of Culverts (Extension) at Spots
-
-
-
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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 incl all leads and lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material.
40.5
520
21068.1
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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).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.
4.5
1094
4927.01
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Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6) including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
2.25
4999
11247.75
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Providing conc. for plain cement concrete in Sub-Structure complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. /R.C.C Grade M-15 (1:2.5:5)Nominal mix.including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
44.24
5135
227205.14
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Providing concrete for plain/reinforced concrete in Super Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . (R.C.C Grade M-20 Nominal mix ).
71.27
6687
476582.49
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
9.66
89239
862057.43
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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 technical specification Clauses 614,709, 1204.3.7, including cost and carriage of all materials upto site of work , with all leads , lifts, loading unloading and octrio.( Finished work to be measured )
18
221
3992.94
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Tubular steel Railig on medium Weight steel Channel (ISMC series) 100mm x 50mm: Providing, fixing and erecting 50mm dia pipe steel railing in 3 rows duly painted on medium weight steel channesl (ISMC series) 100mmx50mm, 1.20m heigh above ground, 2m center to center, complete as per approved drawing clause 1706
91
4167
379210.65
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Back filling behind abutment, wing, wall, return wall, complete as per drawings and technical specification clause 1204.3.8.Granular material including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loadin
24.3
1094
26605.83
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RCC Pipes (300mm and 500mm)
-
-
-
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Earth work: - Earth work 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. including loading,unloading,haulage,octori charges complete.
132.48
520
68916.1
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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).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
15.94
1210
19290.91
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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 Clause 1106. .including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
-
-
-
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300mm
96
2200
211200
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500mm
57.6
3606
207722.3
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Backfilling:- Backfilling behind abutment wing wall return wall, etc. complete as per drawings & technical specification Clause 1204.3.8 Granular material . Including loading, unloading, haulage' octroi charges etc complete (finished work to be measured).
35.42
1094
38781
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PCC Drain
-
-
-
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Earth work: - Earth work 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. including loading,unloading,haulage,octori charges complete.
375
520
195075
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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).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
50
1094
54744.5
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Providing conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-10 (1:3:6)Nominal mix.including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
37.5
4999
187462.5
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Providing conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203R.C.C Grade M-15 (1:2.5:5)Nominal mix.including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
123.75
5135
635547.83
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Providing concrete for plain/reinforced concrete in Super Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . (R.C.C Grade M-20 Nominal mix ).
52.24
6450
336974.64
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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 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
3.66
89239
326618.03
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1.5m Ht RR Masonry
-
-
-
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Earth work in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary/hard soil upto required depth.
118.5
520
61643.7
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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).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(finshed work to be measured)
24.5
1094
26824.81
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Stone masonry in cement mortar for sub-structures complete as per drawing and technical specifications clause 702, 704, 1202 and 1204. Random Rubble masonry in cement mortar 1:6.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(finished work to be measured)
209.25
6349
1328570.1
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Polygon/random Rubble Masonary, uncoursed brought to Courses with quarry stones laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.
139.5
5388
751638.56
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Providing PCC M20 Plain Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615 incl. Cost of bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octor
250
341
85350
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Backfilling:- Backfilling behind abutment wing wall return wall, etc. complete as per drawings & technical specification Clause 1204.3.8 Granular material . Including loading, unloading, haulage' octroi charges etc complete (finished work to be measured).
134
1094
146715.26
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PCC Edge wall
-
-
-
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Earth work: - Earth work 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. including loading,unloading,haulage,octori charges complete.
294
520
152938.8
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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).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.
45
1094
49270.05
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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)
486
5135
2495969.64
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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)
550
221
122006.5
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Back filling behind abutment, wing, wall, return wall, complete as per drawings and technical specification clause 1204.3.8.Granular material including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loadin
272.25
1094
298083.8
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ROAD FURNITURE
-
-
-
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PMGSY LOGO BOARD:-Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing.
2
4000
8000
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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)
2
15641
31283.18
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Citizen infarmative board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.
2
16000
32000
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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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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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Retro relectorised Trafic signs : Providing and fixing of retro reflected cautionay, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixied over aluminium sheeting 1.50mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600 mm, 600mm below gournd level as per drawings and technical specification clause 801 (Curve, School, Left turn, Right turn, speed limit, busbays, merge traffic, diverge trafficc, give way , stop etc)
30
1534
46029.6
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Providing and applying of 2.5 mm thick road marking retro-reflective shade for speed breakers /zebra crossing/Stopline of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicable machine fitted with profile shoe,glass beads dispencer,propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour T&P .Including cost and carriage of all materials from approved source to site with all leads and lifts,shuttering and octori etc complete job (Finished work to be measured).
792
541
428820.48
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Pavement
-
-
-
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Compacting original ground supporting subgrade Loosening of the ground upto a level of 150 mm below the subgrade level,watered,graded and compacted in layers to meet requirement of Tables 300.1 and300.2 for subgrade construction as per technical specification clause 303.5.2.
1799.37
24
43760.65
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
13236
11
155920.08
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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.for Grading 1 material including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)
576.61
1184
682973.85
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WBM Grade II: Providing, laying, spreading and compacting 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 405
685.8
1838
1261138.19
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WMM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug 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 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
2298.79
1804
4147363.78
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Prime Coat : Providing and applying Primer coat with low porosity bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading, unloading and octori.(Finished work to be measured, complete)
14464.27
53
768776.06
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50mm Bituminous Macadam: Providing and laying of 50mm thick Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site of work upto required lead , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the designed compaction as per MORD technical specifications clause 504 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete).
723.21
7890
5706491.14
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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.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
14464.27
14
212335.51
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20mm OGPC: Providing, laying (by mechanical means) & rolling of OGPC (open graded premix carpet) of 20mm thickness with seal coat composed of 13.2mm to 5.6mm aggregates using bitumen (S-90) or emulsion, to required line, grade & level, to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying with paver finisher and rolling with three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type B as per technical specification clause 508, including cost and carriage of meterial from source to site of work with all leads, lifts, loading, unloading and octrio.(Finished work to be measured.)
14464.27
173
2511576.19
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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 (Type A, S-90, Mechanical Means)
14464.27
71
1036365.09
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Total Construction cost
1
1
27868057.03
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Maintenance for five years
-
-
-
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1st year
1
334416
334416.68
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2nd Year
1
501625
501625.03
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3rd Year
1
668833
668833.37
... More
4th Year
1
836041
836041.71
... More
5th Year
1
1003250
1003250.05
Evaluation Notes How It Works ?
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