Works Department Tender

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Works Department - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date22 Jan 2025
Closing Soon6 Feb 2025
Tender Amount₹ 5,33,43,600 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is as follows: - Special Class for estimated cost more than Rs.6.00 Crore & upto Rs.50.00 Crore. - A Class for estimated cost more than Rs.1.00 Crore & upto Rs.20.00 Crore. - B Class for estimated cost more than Rs. 20.00 Lakh & upto Rs.3.00 Crore.
Technical Capacity
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The required prior work experience for the bidder is in civil engineering works, specifically in construction of Road works. The bidder should have executed similar nature of work worth 75% of the estimated cost put to tender during any three financial years taken together of the last preceding five years excluding the current financial year. The bidder should have a minimum annual turnover as specified, and the total financial turn over in respect of Civil Engineering works of an amount not less than the amount put to tender during any 3 financial years taken together of the last preceding five financial years (excluding the current financial year). The specific values of similar works completed are mentioned as follows: - The bidder should have executed similar nature of work worth 75% of the estimated cost put to tender. - The total financial turn over in respect of Civil Engineering works of an amount not less than the amount put to tender. The percentage of similar works completed is 75% of the estimated cost put to tender. The amount of similar works completed is not less than the amount put to tender during any 3 financial years taken together of the last preceding five financial years (excluding the current financial year). The annual turnover values for the last 5 years are: - Year 1 (FY 2019-20): Rs. 1.61 lakhs - Year 2 (FY 2020-21): Rs. 1.46 lakhs - Year 3 (FY 2021-22): Rs. 1.33 lakhs - Year 4 (FY 2022-23): Rs. 1.21 lakhs - Year 5 (FY 2023-24): Rs. 1.10 lakhs No specific information is available on the value and percentage of similar works completed in terms of a specific percentage of the total work.

Costs

Summary

Improvement To Pwd Road Kalamatia Road Under Mmsy-improvement To Existing Rd Road In The Dist Of Cuttack For The Year 2024-25

Description

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BOQ Items

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I)Plain cement concrete

8.56

840

7190.4

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II) Reinforced cement concrete

13.44

1662

22338.76

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iii) Stone/brick masonry

136.12

1576

214640.82

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v) Hume pipes above 600mm to 900mm dia.

10

383

3838.2

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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.of MORD specification for Rural roads & as per direction of the Engineer-in-charge.

5512.5

6

33075

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Re-working of scarified bituminous surface suitably after supplementing base materials with sand and compacting finished surface as per Technical Specifications and as per Clause - 501.8.3.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

11025

24

268679.25

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Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

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-

-

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(a) By Mechanical means

-

-

-

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5000 mt. lead =

17161.07

200

3447315.74

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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.

3297.53

50

165997.66

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Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete asper direction of Engineer-in charge.

14700

28

421596

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Construction of granular sub-base by providing Close graded Granular subbase (Stone screening) Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density etc

2099.16

2434

5111286.67

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Providing and laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the 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 / base course on old prepared surface and compacting with vibratory roller to achive the desire density as per Clause 406 of MoSRT&H specifications for road & bridges work as per the direction of the E.I.C.

3514.22

2835

9966046.78

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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 & spraying primer @ 8.5 kg / 10 sqm using mechanical means as per technical specification clause 502 of MORD and as per direction of Engineer-in charge

20616.75

37

782818

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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 2.75 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MORD and as per direction of Engineer-in charge

20616.75

19

408417.82

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Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

1030.84

8082

8331537.52

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Providing and 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 & Using 8% waste plastic, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

515.42

10120

5216473.04

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Construction of Unreinforced 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 25 mm, 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, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork 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 bridge/culvert , admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.

329.67

7074

2332378.99

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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.

1416.21

270

383651.29

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Excavation for Road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slope, inaccordance with requirements of line carriage by mecanical means in foundation in all soil with all leads & lift etc. complete.

3294.55

74

246168.78

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Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge

560.25

665

372661.49

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Providing and laying hard stone boulder in Appron for bed protection with stone boulder of minimum size and weight, no fragment weighing less than 25 kg laid dry complete as per drawing and technical Specification clause 1301 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.

91.4

2668

243910.95

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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302of MoRD specification for Rural roadsand as per the direction of the Engineer-in-charge.

6.09

673

4102.65

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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 work in head wall and parapets as per MORD technical Specification Clause 1100 etc complete and as per direction of Engineer-in-Charge.

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-

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i) 1000 mm dia

15

6602

99038.7

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ii) 600 mm dia.

30

2957

88715.4

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Plain Cement Concrete in levelling course below open foundation of Head walls and in sub stucture as per drawings & Technical Specification Clause 1109, 1302.5,802,804,805,806,807,1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.

-

-

-

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ii) P.C.C Nominal mix (1:2.5:5)

425.81

5807

2472993.77

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R.C.C grade M 20,

33.6

6662

223861.01

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R.C.C. grade M 25

60.38

6877

415285.79

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Plain/reinforced cement concrete in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

-

-

-

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P.C.C Nominal mix (1:2.5:5)

1008.87

5872

5924589.08

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R.C.C. grade M 25

29.6

10166

300942.61

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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 of MORD specification for Rural roads as per direction of the Engineer-in-Charge.

-

-

-

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R.C.C M 25

67.86

8734

592731.31

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

21.29

88901

1892719.32

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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

270.34

115

31105.32

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Providing and laying Filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

47.96

2915

139836.49

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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

5.58

6901

38507.91

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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

417.2

110

46142.32

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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 of MORD specification for Rural roadsas per direction of the Engineer-in-Charge.

-

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-

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i) 600mm equilateral triangle

14

2098

29383.34

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ii) 600mm dia circular

10

2143

21438.8

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Supplying and installing of reinforced cement concrete M 15 grade Kilometer 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 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

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-

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i) Ordinary kilometer stone

5

2510

12550.3

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ii) 200 M Stone

16

728

11649.76

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Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.

124

850

105403.72

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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 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

1

11910

11910.67

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Direction and place identification signs more than 0.90 sqm sign board

3

3251

9755.97

... More
Providing and fixing of typica Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of Engineer-in-charge.

-

-

-

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including Maintenance Board

3

13111

39333.12

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

1293.51

280

363411.63

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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 drawing and technical specifications 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

300.03

408

122682.27

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2nd Year

360.04

408

147220.36

... More
3rd Year

420.04

408

171754.36

... More
4th Year

480.05

408

196292.45

... More
5th Year

540.05

408

220826.44

... More
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 Technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

1218

51

62653.92

... More
2nd Year

1461.6

51

75184.7

... More
3rd Year

1705.2

51

87715.49

... More
4th Year

1948.8

51

100246.27

... More
5th Year

2192.4

51

112777.06

... 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 drawing and technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

-

-

-

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1st Year

1218

20

25370.94

... More
2nd Year

1461.6

20

30445.13

... More
3rd Year

1705.2

20

35519.32

... More
4th Year

1948.8

20

40593.5

... More
5th Year

2192.4

20

45667.69

... 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 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

-

-

-

... More
1st Year

124.88

332

41532.59

... More
2nd Year

249.76

332

83065.18

... More
3rd Year

374.65

332

124601.1

... More
4th Year

499.53

332

166133.69

... More
5th Year

624.41

332

207666.28

... More
Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per drawing and technical specification clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.

-

-

-

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1st Year

6

1713

10279.26

... More
2nd Year

6

1713

10279.26

... More
3rd Year

6

1713

10279.26

... More
4th Year

6

1713

10279.26

... More
5th Year

6

1713

10279.26

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Maintenance of Road Signs by way of cleaning and repainting of mandatory. Regulatory/ cautionary/ informatory and place identification sign board as per drawing and technical specification clause 1910 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

4.06

1426

5790.53

... More
2nd Year

4.06

1426

5790.53

... More
3rd Year

4.06

1426

5790.53

... More
4th Year

4.06

1426

5790.53

... More
5th Year

4.06

1426

5790.53

... More
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 drawing and technical specification clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

4.06

1004

4078.55

... More
2nd Year

4.06

1004

4078.55

... More
3rd Year

4.06

1004

4078.55

... More
4th Year

4.06

1004

4078.55

... More
5th Year

4.06

1004

4078.55

... More
Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

41

176

7220.51

... More
2nd Year

82

176

14441.02

... More
3rd Year

123

176

21661.53

... More
4th Year

164

176

28882.04

... More
5th Year

205

176

36102.55

... More
Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

-

-

-

... More
1st Year

81

10

888.57

... More
2nd Year

122

10

1338.34

... More
3rd Year

162

10

1777.14

... More
4th Year

203

10

2226.91

... More
5th Year

246

10

2698.62

... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

1096.2

3

4012.09

... More
2nd Year

1096.2

3

4012.09

... More
3rd Year

1096.2

3

4012.09

... More
4th Year

1096.2

3

4012.09

... More
5th Year

1096.2

3

4012.09

... More
Maintenance of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification clause 1911 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

2

1669

3339.86

... More
2nd Year

2

1669

3339.86

... More
3rd Year

2

1669

3339.86

... More
4th Year

2

1669

3339.86

... More
5th Year

2

1669

3339.86

... More
White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
1st Year

10

36

364.5

... More
2nd Year

10

36

364.5

... More
3rd Year

10

36

364.5

... More
4th Year

10

36

364.5

... More
5th Year

10

36

364.5



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