Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date7 Feb 2019
Closing Date21 Feb 2019
Tender Amount₹ 4,39,37,000 
Notes
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Costs

Summary

Construction And Maintenance Of Pmgsy-ii Road .

Description

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Documents
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BOQ Items

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DO_NOT_SHOW

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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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-

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OR-21-826 (A)

10050

174568

17.37

... More
Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface.

-

-

-

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OR-21-826 (A)

10050

295570

29.41

... More
Dismantling of existing structures, like culverts bridges, retaining walls and other structures compreising of stone masonry, including unserviceable materials and stacking the serivceable matering with all lift and lead of 1000m as per Technical Specification Clauses 202 and as per direction of the Engineer-in-charge.

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-

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R.R. stone masonary in cement mortar

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-

-

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OR-21-826 (A)

348.36

88636

254.44

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OR-21-826 (B)

431.32

109745

254.44

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 and as per direction of the Engineer-in-charge.

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-

-

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Cement Concrete

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-

-

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OR-21-826 (A)

13.86

5412

390.48

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OR-21-826 (B)

20.79

8118

390.48

... More
Removing all types of Hume pipes and stacking within a lead of 1000m including earth work and dismantalling of masonary works as per Technical Specification Clause 202. and as per direction of the Engineer-in-charge.

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-

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Above 600mm to 900mm dia Hume pipe

-

-

-

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OR-21-826 (A)

82.5

19701

238.8

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OR-21-826 (B)

97.5

23283

238.8

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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.

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-

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OR-21-826 (A)

769.37

21880

28.44

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OR-21-826 (B)

145.07

4125

28.44

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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 slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3

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-

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OR-21-826 (A)

867.35

30244

34.87

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OR-21-826 (B)

108.24

3774

34.87

... More
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 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.

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-

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OR-21-826 (A)

13057.02

2095782

160.51

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OR-21-826 (B)

13642.22

2189712

160.51

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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 etc. complete as per the direction of the Engineer-in-Charge.

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-

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OR-21-826 (A)

2565.25

45738

17.83

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OR-21-826 (B)

3480.2

62051

17.83

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Construction of Moorum sub-base by providing ,Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401. and as per direction of the Engineer-in-charge.

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-

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OR-21-826 (A)

646.12

468462

725.04

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OR-21-826 (B)

3126.76

2441905

780.97

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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.

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i) Grading -II (With Moorum sand Admixture)

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-

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OR-21-826 (A)

314.6

789548

2509.69

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OR-21-826 (B)

1280.72

3287710

2567.08

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ii) Grading -III (With Moorum sand Admixture)

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-

-

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OR-21-826 (A)

955.29

2425615

2539.14

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OR-21-826 (B)

1185.09

3077109

2596.52

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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 @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.

-

-

-

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OR-21-826 (A)

12737.14

362881

28.49

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OR-21-826 (B)

15801.18

450175

28.49

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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.

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-

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OR-21-826 (A)

12737.14

126607

9.94

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OR-21-826 (B)

15801.18

157063

9.94

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge

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-

-

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OR-21-826 (A)

12737.14

1853635

145.53

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OR-21-826 (B)

15801.18

2315820

146.56

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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 C as per Technical Specification Clause 510 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge.

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-

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OR-21-826 (A)

12737.14

622973

48.91

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OR-21-826 (B)

15801.18

778524

49.27

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Construction of Panelled 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. and as per direction of the Engineer-in-charge.

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-

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OR-21-826 (A)

514.88

2848934

5533.2

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OR-21-826 (B)

370.88

2076071

5597.69

... More
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.

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-

-

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OR-21-826 (A)

803.9

218717

272.07

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OR-21-826 (B)

662.51

180249

272.07

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Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.

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-

-

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OR-21-826 (A)

156.61

152744

975.32

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OR-21-826 (B)

94.95

96722

1018.67

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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the Engineer-in-charge.

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-

-

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OR-21-826 (A)

10.93

7123

651.73

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OR-21-826 (B)

13.75

9804

713.06

... More
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.

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-

-

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OR-21-826 (A)

343.32

1556485

4533.63

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OR-21-826 (B)

209.64

963203

4594.56

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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 Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.

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-

-

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600mm Dia. Single Row H.P. Culvert

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-

-

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OR-21-826 (A)

52.5

138115

2630.77

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OR-21-826 (B)

45

119171

2648.26

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600mm Dia. Double Row H.P. Culvert

-

-

-

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OR-21-826 (A)

7.5

39459

5261.26

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OR-21-826 (B)

22.5

119164

5296.19

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1000mm Dia. Single Row H.P. Culvert

-

-

-

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OR-21-826 (A)

15

89803

5986.87

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OR-21-826 (B)

7.5

45120

6016

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1000mm Dia. Double Row H.P. Culvert

-

-

-

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OR-21-826 (A)

7.5

90127

12017.06

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OR-21-826 (B)

7.5

90565

12075.34

... More
Plain cement concrete M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.

-

-

-

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OR-21-826 (A)

537.25

2572433

4788.15

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OR-21-826 (B)

349.6

1696468

4852.6

... More
Providing and laying reinforced cement concrete of M-25 grade in foundation complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge

-

-

-

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OR-21-826 (A)

16.8

97557

5807.02

... More
OR-21-826 (B)

27.36

160779

5876.43

... More
Providing and laying reinforced cement concrete of M-25 grade in Sub-structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge

-

-

-

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OR-21-826 (A)

18.27

112337

6148.76

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OR-21-826 (B)

25.74

160163

6222.36

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Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge

-

-

-

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OR-21-826 (A)

29.46

196413

6667.13

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OR-21-826 (B)

36.88

248836

6747.2

... More
Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling 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 and as per the direction of the Engineer-in-charge

-

-

-

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OR-21-826 (A)

14

36269

2590.7

... More
OR-21-826 (B)

22.8

59317

2601.65

... More
Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1206 and as per direction of the Engineer-in-Charge .

-

-

-

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OR-21-826 (A)

6.95

80885

11638.25

... More
OR-21-826 (B)

8.37

98122

11723.15

... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.

-

-

-

... More
OR-21-826 (A)

16.8

103391

6154.23

... More
OR-21-826 (B)

27.36

168496

6158.49

... More
Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.

-

-

-

... More
OR-21-826 (A)

20.97

129348

6168.26

... More
OR-21-826 (B)

23.13

142770

6172.52

... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.

-

-

-

... More
OR-21-826 (A)

38.19

239793

6278.95

... More
OR-21-826 (B)

42.82

269047

6283.22

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

-

-

-

... More
OR-21-826 (A)

239.33

41416

173.05

... More
OR-21-826 (B)

172.67

29897

173.15

... 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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge

-

-

-

... More
OR-21-826 (A)

74.67

173541

2324.11

... More
OR-21-826 (B)

55.21

130707

2367.46

... More
Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer-in-charge.

-

-

-

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OR-21-826 (A)

90.96

162242

1783.67

... More
OR-21-826 (B)

113.7

208072

1830.01

... More
Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.

-

-

-

... More
OR-21-826 (A)

11

2815

255.92

... More
OR-21-826 (B)

12

3071

255.92

... More
Providing and fixing of typical PMGSY 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

-

-

-

... More
OR-21-826 (A)

2

19721

9860.55

... More
OR-21-826 (B)

2

19751

9875.91

... More
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 roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.

-

-

-

... More
For 600 mm Equolateral Triangle

-

-

-

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OR-21-826 (A)

18

26817

1489.88

... More
OR-21-826 (B)

20

29951

1497.56

... More
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 clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

... More
5th kilometer stone(Precast)

-

-

-

... More
OR-21-826 (B)

1

3165

3165.19

... More
Ordinary kilometer stone(Precast)

-

-

-

... More
OR-21-826 (A)

4

7664

1916.13

... More
OR-21-826 (B)

4

7734

1933.57

... More
200 mm Stone(Precast)

-

-

-

... More
OR-21-826 (A)

18

9475

526.39

... More
OR-21-826 (B)

20

10591

529.56

... More
Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. and as per direction of the Engineer-in-charge.

-

-

-

... More
OR-21-826 (A)

45

37764

839.22

... More
OR-21-826 (B)

50

42304

846.09

... More
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge.

-

-

-

... More
OR-21-826 (A)

8

14499

1812.43

... More
OR-21-826 (B)

8

14560

1820.11

... More
Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

-

-

-

... More
OR-21-826 (A)

3

48443

16147.82

... More
OR-21-826 (B)

3

48542

16180.73

... More
Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing as per direction of Engineer-in-charge.

-

-

-

... More
OR-21-826 (A)

1

16147

16147.82

... More
OR-21-826 (B)

1

16180

16180.73

... More
MAINTENANCE (Road)

-

-

-

... More
Routine Maintenance after completion of construction works for 1st Year

-

-

-

... More
OR-21-826 (A)

4.47

176765

9886.24

... More
OR-21-826 (B)

5

223730

11186.5

... More
Routine Maintenance after completion of construction works for 2nd Year

-

-

-

... More
OR-21-826 (A)

4.47

233703

13070.69

... More
OR-21-826 (B)

5

292758

14637.9

... More
Routine Maintenance after completion of construction works for 3rd Year

-

-

-

... More
OR-21-826 (A)

4.47

264119

14771.76

... More
OR-21-826 (B)

5

331886

16594.3

... More
Routine Maintenance after completion of construction works for 4th Year

-

-

-

... More
OR-21-826 (A)

4.47

305346

17077.52

... More
OR-21-826 (B)

5

382968

19148.4

... More
Routine Maintenance after completion of construction works for 5th Year

-

-

-

... More
OR-21-826 (A)

4.47

335590

18769.02

... More
OR-21-826 (B)

5

421906

21095.3



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