Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Opening Date8 Feb 2019
Closing Date20 Feb 2019
Tender Amount₹ 2,80,77,464 
This is an estimated amount, exact amount may vary.
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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet the requirement as per MORD technical specification clause 301 and direction of the Engineer in charge (excluding cost of excavation and transportation to site)

957.39

27228

28.44

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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.

23236.93

381318

16.41

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Construction of granular sub-base (Grading III) by providing well graded material, 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 401but excluding the charges of GST as per direction of Engineer-in-Charge.

5043.34

3395832

673.33

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Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screened dust as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance & royalty of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.

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-

-

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W.B.M Grade-II (63 mm - 45 mm size)with crusable screening like moorum & sand admixure.

1549.12

3664257

2365.38

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W.B.M Grade-III (53 mm - 22.4 mm size)with crusable screening like moorum & sand admixure.

1282.33

3070949

2394.82

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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.

17097.75

347597

20.33

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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.

17097.75

126523

7.4

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Providing,laying,spreading 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 & allignment and rolling with smooth wheeled /vibratory and tandem roller to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.

17097.75

2482080

145.17

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Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, garde & cross fall using Type C as per Technical specification clause 510 of MORD with S-65 grade bitumen laid by manual means & as per direction of Engineer in Charge.

17097.75

956790

55.96

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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.

709.16

3749016

5286.56

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Earth work in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth but excluding the charges of GST and as per direction of the Engineer-in-charge

610.31

21281

34.87

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Earth work in excavation in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth but excluding the charges of GST and as per direction of the Engineer-in-charge

1062.97

178377

167.81

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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.

281.09

174832

621.98

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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.

56.7

253538

4471.57

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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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600 mm dia Single row

67.5

153269

2270.66

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1000 mm dia Single row

30

154626

5154.2

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1000 mm dia Double row

30

154626

5154.2

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Supplying and fitting steel reinforcement works using HYSD as per approved drawing & technical specifications ad as per section -1600 of MORTH specifications for road & bridge works (Latest Revision)but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.

91.72

575668

6276.37

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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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Foundation

318.8

1310615

4111.09

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Sub-Structure

455.91

2015359

4420.52

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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

23.29

120283

5164.58

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Substructure

20.59

133471

6482.35

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Superstructure

52.07

368241

7072.05

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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

13.8

22494

1630.04

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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.

11.58

59953

5177.29

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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.

60.93

119294

1957.9

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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.

198.92

316678

1591.99

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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.

222

19444

87.59

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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 Km. Stone

5

8377

1675.53

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200 mm Stone (Precast)

22

10576

480.77

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Guide Post (M-15)

96

28192

293.67

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providing and fixing of retro-reflectorised,cautionary,mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5mm thick supported on mild steel.

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i) Information signs

8

37605

4700.65

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ii)Cautionary signs triangular 900mm side

9

34874

3874.9

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Mandatory signs

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-

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i) Circular 600mm dia.

4

13797

3449.32

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ii) Octagon 900mm height.

3

17760

5920.23

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Providing and erecting direction and place identification retroreflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting,2m thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75x75x6cm,2nos firmly fixed to the ground by means of properly designed foundation with M-15 grade of concrete 45x45x60cm below ground level as per approved drawing.

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-

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Advance Direction/destination/Place indication sign(1800x1200 mm)

4.32

46773

10827.27

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Bill of Quantity (Part-II for Maintenance)

-

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-

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Restoration of Rain Cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original allignment, level and slopes as per drawings and MORD Technical specification Clause 1902 by manual means as per direction of the Engineer in Charge.

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1st Year

495

131377

265.41

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2nd Year

594

157653

265.41

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3rd Year

693

183929

265.41

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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer In Charge.

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-

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1 st year

1650

56116

34.01

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2 nd year

1980

67339

34.01

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3 rd year

2310

78563

34.01

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Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clause 1903.

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-

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1 st year

1650

21697

13.15

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2 nd year

1980

26037

13.15

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3 rd year

2310

30376

13.15

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Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per MORD Technical specifications Clauses 503,508,510,1904 as per direction of the Engineer In Charge..

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-

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1 st year

214.5

48028

223.91

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2nd year

429

96057

223.91

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3 rd year

643.5

144086

223.91

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Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1914 of MORD as per direction of the Engineer in Charge.

-

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-

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1 st year

55

6186

112.48

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2 nd year

55

6186

112.48

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3 rd year

55

6186

112.48

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Cutting of shrubs from the roadway or within R.O.W and disposal of shrubs to suitable location as per Technical specification clause 1914 of MORD as per direction of the Engineer In Charge.

-

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-

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1 st year

220

1496

6.8

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2 nd year

220

1496

6.8

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3 rd year

220

1496

6.8

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Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per Technical Specification clause 1914 of MORD as per direction of the Engineer In Charge.

-

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-

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1 st year

1650

3729

2.26

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2 nd year

1980

4474

2.26

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3 rd year

2310

5220

2.26



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