Pradhan Mantri Gram Sadak Yojana Tender
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Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A * N * 2) - B.
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned in terms of years. However, the bidder needs to provide information on the works for which bids have been finalized in their favor and works that are yet to be completed as on the date of the bid. The bidder must have completed works of similar type and magnitude. The value of similar works completed can be calculated using the Assessed Available Bid Capacity formula: (A*N*2-B), where A is the maximum value of Civil Engineering works executed in any one year during the last five years, updated to the current price level with a 10 percent per year escalation factor, B is the value of current price level of existing commitments, and N is the number of years prescribed for completion of the works. The bidder needs to secure 80% marks in aggregate for the specified machinery and equipment to qualify. Specific percentages of similar works completed or exact amounts of prior work experience are not mentioned. The bidder is required to submit details of the value of contracts, stipulated periods of completion, values of work already executed, and values of works remaining to be completed.
Costs
EMD
₹ 3,30,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_113019_5Tender No
CCERWCSBD Online-02/2025-26Tender 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).
14489.35
50
729393.88
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Excavation in ordinary rock using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5.
19573.62
85
1681765.43
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Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302
4194.35
415
1742542.71
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Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered.
4194.35
604
2534184.33
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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.
21087.91
28
604590.38
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Construction of granular sub-base (Grading III) by providing Moorum & sand spreading in uniform layers with 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
2240.41
913
2046995.4
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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.
1770.71
2420
4285808.78
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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.
11459.7
37
425154.87
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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.
11459.7
13
154591.35
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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.
286.5
9745
2792165.97
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
126.68
7037
891490.23
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
1125.46
270
304875.86
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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
188.84
1001
189202.57
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Cement Concrete of proportion (1:3:6) in foundation and floors by using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge.
41.89
6023
252319.39
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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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-
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1000 mm dia Single row
52.5
6538
343284.9
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1000mm dia Double row
15
6538
98081.4
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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.
190.67
9012
1718394.48
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PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
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-
-
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Foundation
313.67
5677
1780789.28
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Sub-Structure
592.89
5819
3450210.71
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
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Foundation
50.63
6949
351849.13
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Substructure
34.43
8925
307315.29
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Superstructure
105.75
9805
1036978.16
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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
27
2296
62009.28
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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
14.01
6967
97616.92
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Providing and laying Filter media with granular crushed aggreates 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, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge.
57.41
2506
143894.15
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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.
147.1
2047
301191.66
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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 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
284
110
31464.36
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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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Fixing of 5th. Km. Stone
2
4052
8105.34
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Fixing of Km. Stone
1
2380
2380.34
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200 mm Stone (Precast)
13
700
9110.01
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Guide Post
288
739
212892.48
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Providing and erecting of Main informatory sign board (MIB) of retro-reflective sign boards retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
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Information signs
1
118928
118928.56
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Hazard Marker
10
4760
47602
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Providing and erecting of typical Citizen informatory sign board (CIB) of retro- reflectorised sign boards as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 1.35 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
19805
39610.62
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.
-
-
-
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900mm equilateral triangle
8
5532
44263.68
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900mm Octagon
8
7330
58644.72
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600x450mm (Village Name Board)
6.4
4572
29263.36
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600mm Circular
8
4661
37292.64
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Routine 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
12.96
390
5058.94
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2nd Year
17.24
390
6729.63
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3rd Year
21.64
390
8447.17
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4th Year
25.92
390
10117.87
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5th Year
30.2
390
11788.57
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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
43.2
48
2085.7
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2nd Year
57.46
48
2774.17
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3rd Year
72.14
48
3482.92
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4th Year
86.4
48
4171.39
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5th Year
100.66
48
4859.86
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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
43.2
18
792.72
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2nd Year
57.46
18
1054.39
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3rd Year
60.48
18
1109.81
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4th Year
86.4
18
1585.44
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5th Year
100.66
18
1847.11
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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
462
323
149674.14
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2nd Year
637.56
323
206550.31
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3rd Year
817.74
323
264923.23
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4th Year
994.69
323
322249.72
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5th Year
1173.48
323
380172.32
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Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
-
-
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1st Year
12
1713
20558.52
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2nd Year
12
1713
20558.52
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3rd Year
12
1713
20558.52
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4th Year
12
1713
20558.52
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5th Year
12
1713
20558.52
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Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
3.2
871
2788.86
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2nd Year
3.2
871
2788.86
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3rd Year
3.2
871
2788.86
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4th Year
3.2
871
2788.86
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5th Year
3.2
871
2788.86
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Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
32
176
5635.52
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2nd Year
43
176
7572.73
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3rd Year
53
176
9333.83
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4th Year
64
176
11271.04
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5th Year
75
176
13208.25
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Cutting of shrubs from roadway or with in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
128
10
1404.16
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2nd Year
170
10
1864.9
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3rd Year
214
10
2347.58
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4th Year
256
10
2808.32
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5th Year
298
10
3269.06
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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.
-
-
-
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1st Year
67.2
3
245.95
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2nd Year
89.38
3
327.13
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3rd Year
114.24
3
418.12
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4th Year
134.4
3
491.9
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5th Year
156.58
3
573.08
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