Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 9,65,67,000
Technical
Technical
Financial
Class Of Bidder
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Super/Special class Contractor or “A” Class Contractor.
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 = Maximum value of Civil Engineering works executed in any one year during the last five years, B = Value of current price level of existing commitments & ongoing works to be completed during the next years, and N = Number of years prescribed for completion of the works. Alternatively, it is also mentioned that the Bid Capacity = Total value of Civil Engineering construction work performed in the last five years. However, the most consistent requirement is that the Required Bid Capacity is to be more than the Estimated cost of the work.
Technical Capacity
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The required prior work experience for the bidder includes similar nature of work. A specific requirement is 40% of the estimated cost put to tender during any one financial year in the last preceding five years for road works. Additionally, the bidder should have a minimum annual turnover of civil construction works of 200% of the annual payment of the work put to tender, and the total financial turnover in respect of civil engineering works should be at least 60% of the amount put to tender during any one financial year of the last preceding five years. The bidder must also demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The bidder is required to have a minimum of 60% of the amount put to tender as their total financial turn over in respect of Civil Engineering works during any year of the last preceding five financial years. The required bid capacity should be more than the estimated cost of the work. Similar Works Experience with a list of projects executed that are similar in nature to the work is required. However, no specific percentage of similar works completed is mentioned. The bidder needs to provide details of works of similar type and magnitude carried out by the tenderer in Format-I. The values and percentages mentioned are: - 40% of the estimated cost for similar nature of work
- 200% of the annual payment for minimum annual turnover
- 60% of the amount put to tender for total financial turnover
- The estimated cost of the work for required bid capacity.
Costs
EMD
₹ 9,65,670Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement To Tato- Mata Road Under Mmsy- Improvement To Existing Rd Road In The District Of Mayurbhanj For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_110578_1Tender No
Road Online N.C.B. No-367Tender 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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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
-
-
-
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Upto 600mm dia
52.5
285
14975.1
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600mm to 900mm dia
37.5
383
14393.63
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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 & as per direction of the Engineer-in-Charge.
23990.08
251
6030626.31
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
12043.23
74
899870.15
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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 technical Specification Clause 301 and direction of the Engineer in Charge
12663.27
50
637469.01
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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)
4045.25
2880
11654082.08
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Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.
3884.91
3361
13059474.61
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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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
54265.53
37
2038213.31
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
54265.53
13
744523.07
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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45
2713.28
8793
23858413.7
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Providing & laying Semi Dense Bituminous Concrete with batch type 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 to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
1356.64
10950
14856144.08
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Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge.
760.8
7375
5611128.24
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
14509.5
28
415697.18
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge.
993.85
270
269233.97
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
342.76
989
339068.47
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Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
-
-
-
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Foundation
385.63
6219
2398256.11
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Upto Bed Level
652.47
6361
4150426.92
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Above Bed Level
135.86
6283
853721.14
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Providing and laying reinforced cement concrete pipe NP3 for culverts 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 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
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1000 mm HPC
40
6545
261805.6
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600 mm HPC
20
2922
58454.4
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RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
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Raft
10
8488
84880.4
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Deck slab
18.36
9002
165281.31
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Pier cap/Bed Block
10.58
9297
98372.73
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Dirt wall
4.28
12551
53718.88
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
18.4
2379
43782.98
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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
122.29
8851
1082464.61
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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
163
143
23395.39
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Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
180
46
8294.4
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Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
54
3029
163575.18
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of EIC
2
12183
24366.34
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 and as per direction of EIC
-
-
-
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90 cm Equilateral traingle
5
5340
26701
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60 cm Circular
6
4868
29213.82
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80 cm x 60 cm rectangular
4
6234
24936.52
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90 cm high octagon
5
7557
37788.55
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Hazard Marker
4
9352
37410.16
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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 claouse 1701.3.9 of MORD eor rurals road of required shade and colour supported and welded on 47 mm X47 mmX12 SWG sheet tube firmly fixed to the ground by mean of proporly designed foundation with M-15 Grade cement concrete 450X450 X600 mm,600 mm below ground level as per approved drawing clause 1701.2.2
42
2316
97278.3
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Supplying and installing of reinforced cement concrete Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th kilometer stone
3
4274
12824.91
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Ordinary kilometer stone
8
2569
20552.72
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200 mm Stone
43
737
31702.18
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Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.
140
917
128518.6
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Providing and fixing of typical CITIZEN INFORMATION BOARD with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of EIC
2
16303
32607.74
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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
2255.44
499
1127517.01
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Maintenance
-
-
-
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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
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1st Year
199.29
408
81489.68
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2nd Year
273.34
408
111768.73
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3rd Year
351.75
408
143830.58
... More
4th Year
421.44
408
172326.82
... More
5th Year
495.5
408
202609.95
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Maintenance of Earthen shoulder 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
664.29
50
33712.72
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2nd Year
911.13
50
46239.85
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3rd Year
1172.49
50
59503.87
... More
4th Year
1404.81
50
71294.11
... More
5th Year
1651.65
50
83821.24
... More
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
664.29
20
13837.16
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2nd Year
911.13
20
18978.84
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3rd Year
1172.49
20
24422.97
... More
4th Year
1404.81
20
29262.19
... More
5th Year
1651.65
20
34403.87
... More
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
974.29
356
346925.18
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2nd Year
1336.32
356
475836.83
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3rd Year
1719.65
356
612332.97
... More
4th Year
2060.39
356
733663.67
... More
5th Year
2422.42
356
862575.31
... More
Maintenance of Hume pipe /Slab/Boxcell Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
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1st Year
6
1713
10279.26
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2nd Year
6
1713
10279.26
... More
3rd Year
6
1713
10279.26
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4th Year
6
1713
10279.26
... More
5th Year
6
1713
10279.26
... 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
10.53
893
9405.4
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2nd Year
10.53
893
9405.4
... More
3rd Year
10.53
893
9405.4
... More
4th Year
10.53
893
9405.4
... More
5th Year
10.53
893
9405.4
... 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
-
-
-
... More
1st Year
97
176
17082.67
... More
2nd Year
99
176
17434.89
... More
3rd Year
101
176
17787.11
... More
4th Year
103
176
18139.33
... More
5th Year
105
176
18491.55
... 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
194
10
2128.18
... More
2nd Year
196
10
2150.12
... More
3rd Year
198
10
2172.06
... More
4th Year
200
10
2194
... More
5th Year
202
10
2215.94
... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
5126.48
3
18762.92
... More
2nd Year
6957.94
3
25466.06
... More
3rd Year
5945.84
3
21761.77
... More
4th Year
10620.32
3
38870.37
... More
5th Year
12450.71
3
45569.6
... More
Maintenance of Road signs as per MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
10.53
1538
16198.51
... More
2nd Year
10.53
1538
16198.51
... More
3rd Year
10.53
1538
16198.51
... More
4th Year
10.53
1538
16198.51
... More
5th Year
10.53
1538
16198.51
... More
White washing of parapet walls of CD work and tree trunks Parapet of HPC & RCC culverts and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
60
33
1990.8
... More
2nd Year
60
33
1990.8
... More
3rd Year
60
33
1990.8
... More
4th Year
60
33
1990.8
... More
5th Year
60
33
1990.8
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