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₹ 3,21,49,340 
This is an estimated amount, exact amount may vary.
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Costs

Summary

Construction of road from Badmaranda To Nuamahlia Road .

Description

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BOQ Items

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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)

1521.56

43273

28.44

... More
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.

27433.97

450191

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.

4644.48

2810235

605.07

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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.

1690.84

3973051

2349.75

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

1259.38

2996316

2379.2

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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.

16791.75

341376

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.

16791.75

124258

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.

16791.75

2438665

145.23

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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.

16791.75

940002

55.98

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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.

1035.5

5476510

5288.76

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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

987

34416

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

1454.63

244101

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.

341.48

194182

568.65

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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.

73.9

329823

4463.11

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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

15

33785

2252.36

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1000 mm dia Single row

75

384279

5123.72

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1000mm dia Double row

45

230567

5123.72

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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.

214.29

1346417

6283.04

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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

397.97

1634741

4107.7

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Sub-Structure

514.5

2272608

4417.12

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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

85.05

439773

5170.77

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Substructure

59.52

386197

6488.53

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Superstructure

101.16

716033

7078.23

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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

41.2

67230

1631.8

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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.

12.04

62411

5183.72

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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.

69.85

136759

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.

278.74

443751

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.

243

21262

87.5

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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

8373

1674.75

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200 mm Stone (Precast)

22

10576

480.75

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Guide Post (M-15)

120

35263

293.86

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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

14

65803

4700.24

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ii)Cautionary signs triangular 900mm side

14

54242

3874.48

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Mandatory signs

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-

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i) Circular 600mm dia.

7

24422

3488.91

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ii) Octagon 900mm height.

5

29599

5919.81

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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

564.3

149770

265.41

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2nd Year

677.16

179725

265.41

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3rd Year

790.02

209679

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

1881

63972

34.01

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2 nd year

2257.2

76767

34.01

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3 rd year

2633.4

89561

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

1881

24735

13.15

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2 nd year

2257.2

29682

13.15

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3 rd year

2633.4

34629

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

282.15

63204

224.01

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2nd year

564.3

126408

224.01

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3 rd year

846.45

189613

224.01

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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

63

7086

112.48

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2 nd year

63

7086

112.48

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3 rd year

63

7086

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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1 st year

251

1706

6.8

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2 nd year

251

1706

6.8

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3 rd year

251

1706

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

1881

4251

2.26

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2 nd year

2257.2

5101

2.26

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3 rd year

2633.4

5951

2.26



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