Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Sep 2024
Closing Date19 Sep 2024
Tender Amount₹ 3,99,21,786 
This is an estimated amount, exact amount may vary.
Notes
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Costs

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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Rafts , Cut off wall

692.19

213928

309.06

... More
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Rafts , Cut off wall

882.21

135789

153.92

... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

475.03

891892

1877.55

... More
Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C. Grade M15

179.28

1005090

5606.26

... More
Sand Filling - Filling in foundation trenches as per technical specification Clause 305.3.9

247.61

522799

2111.41

... More
Crush sand - Filling in foundation trenches as per technical specification Clause 305.3.9

495.23

661661

1336.06

... More
Providing and laying in situ/ ready mix controlled grade of M-30 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)

244.56

1664573

6806.4

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Providing and laying in situ/ ready mix RCC M-30 concrete controlled reinforcedcement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer)

343.93

2125208

6179.19

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 -R.C.C.Grade M-30

330.83

2386445

7213.51

... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 -R.C.C.Grade M-30

333.8

2928874

8774.34

... More
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 R.C.C.Grade M-30 ( Wearing Course )

44.95

546401

12155.76

... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete .

30.08

1886044

62700.94

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in Substructure complete

19.53

1230070

62983.62

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( Super Structure )

21.38

1387273

64886.5

... More
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- 100 mm dia PVC Pipe

58

10618

183.08

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

50.57

82055

1622.61

... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

150.8

253238

1679.3

... More
Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item no.14.34/ BR 45/ pg no.95

44.3

48590

1096.86

... More
Providing pressure relief pipes 100mm dia in bottom slab of box cell on filter media base of 500mm x 500mm as per drawing and technical specification Clause 1205.5.7

211

174201

825.6

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Providing and laying 0.90 meter thick metal mat consiting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, speading metal in layers and had murum including watering and compaction with power roller etc. complete.

71.41

114026

1596.79

... More
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

51.03

105180

2061.12

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Approches

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-

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness

0.63

18588

29742.38

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

3182.34

1365733

429.16

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Construction of granular sub - base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete.

569.11

1097414

1928.3

... More
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.

110.38

228205

2067.45

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

745.11

345470

463.65

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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

1200

82464

68.72

... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

2400

27576

11.49

... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

1200

257388

214.49

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

1200

166152

138.46

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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

1200

65460

54.55

... More
Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicators stones/ boundary stones of 150 mm x 150 mm x 900 mm standard size and shape including fixing in block of standard size of cement concrete 1:4:8, white washing etc. complete. Spec. No. : Rd.70 Page No. 244. DSR I.No.698, P.No.183.

28

16917

604.19

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Diversion

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-

-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m

174

85110

489.14

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m

67.5

52004

770.43

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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

140.25

66167

471.78

... More
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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

360

21880

60.78

... More
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.

2

29814

14907.32

... More
Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803)

1.62

5108

3153.3

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Providing and Laying Reinforced Cement Concrete pipe NP2 as per Design 1000 dia.

90

642594

7139.94

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Main Bridge Construction of Bridge At Ch -3/150 on - Upgradation of Road From - Yesgaon To ODR-53 Jogeswari Road.km.0/000 To 5/150.Tq Gangapur

-

-

-

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ( In soil )

199.62

107325

537.65

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material in Ordinary Rock ( not requiring blasting ) upto 3 m depth

168.61

113317

672.07

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material in Hard Rock ( requiring blasting ) upto 3 m depth

102.94

107224

1041.62

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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. - For open Foudnation - abutment - Normal Dewatering

162.91

23890

146.65

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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. - For open Foudnation - pier - Medium Dewatering

276.34

194924

705.38

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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. - For open Foudnation - return - Medium Dewatering

134.86

9152

67.87

... More
Filling annular space around footing in P.C.C grade M 15 in rock as per technical specification Clause 1203.4.3.

3.55

21428

6036.15

... More
Providing P.C.C grade M 20 / Nominal mix 1:1.5:5 concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

56.39

363575

6447.52

... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as directed by Engineer in charge etc complete -- (ii) For M-25 Grade

59.37

414564

6982.72

... More
P.C.C grade M 25 / Nominal mix (1:1.5:5) (Hand mixing) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m

291.32

2161454

7419.52

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 -R.C.C.Grade M-30

32.16

231562

7200.34

... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 -R.C.C.Grade M-30

193.43

1739688

8993.89

... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 V) Reinforced cement concrete grade M 30 and as directed by Engineer in Charge.

76.8

537190

6994.67

... More
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 R.C.C.Grade M-30 ( Wearing Course )

28.13

347577

12356.1

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( Super Structure )

10.59

680799

64305.26

... More
Supplying, fitting and placing Thermo Mechanically Treated bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. as directed by Engineer in Charge.

4.99

310101

62119.7

... More
Supplying, fitting and placing Thermo Mechanically Treated bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. as directed by Engineer in Charge.

7.58

472885

62402.38

... More
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- 100 mm dia PVC Pipe

206

37714

183.08

... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

100

167931

1679.31

... More
Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item no.14.34/ BR 45/ pg no.95

3.38

3707

1096.86

... More
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD Nagpur CSR for 09-10) ( 13.16 / V / 52 )

57.24

5723

99.99

... More
Providing and laying 0.90 meter thick metal mat consiting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, speading metal in layers and had murum including watering and compaction with power roller etc. complete.

55.2

105509

1911.41

... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 millimeter 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. as directed by Engineer in Charge.

167.17

342546

2049.09

... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved color to give an even shade as per drawings and Technical Specification Clause 1701

16

16

1.01

... More
Approches

-

-

-

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Providing Steel Dowels in rock through stepining placing the Dowel in position including drilling holes upto 2.5 m depth in rock effectively grouted (32 mm dia varing length) Sp. No. BR16 page no. 120 PWD red book.

52

87918

1690.74

... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

844.74

362536

429.17

... More
Construction of granular sub - base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete.

101.25

197769

1953.28

... More
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.

87.19

180343

2068.4

... More
Construction of Shoulders as per Technical Specification Clause 407. - Hard Shoulders

120.59

55912

463.65

... More
Providing and applying primer coat with bitumen emulsion ( ss - 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

937.5

67654

72.17

... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

937.5

10773

11.49

... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

937.5

219330

233.95

... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

937.5

128647

137.22

... More
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

937.5

54617

58.26

... More
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.

2

29814

14907.32

... More
Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803)

2

6306

3153.3

... More
Providing and laying Stone / Boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

67.6

113893

1684.82

... More
Diversion

-

-

-

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ( In soil )

23.86

12828

537.65

... More
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. - For open Foudnation - abutment - Normal Dewatering

5.78

847

146.65

... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

266.28

114279

429.17

... More
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.

60.08

124269

2068.4

... More
Construction of Shoulders as per Technical Specification Clause 407. - Hard Shoulders

6.65

3083

463.65

... More
P.C.C grade M 15 / Nominal mix (1:2.5:5) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m

17.33

107723

6216.03

... More
Providing and laying reinforced cement concrete pipe 750 mm diametre NP2 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,

75

279905

3732.07



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