Jharkhand State Rural Road Development Authority Tender

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Jharkhand State Rural Road Development Authority - JSRRDA Tender

Works
Eprocure
Opening Date19 May 2018
Closing Date29 May 2018
Tender Amount₹ 1,85,02,400 
Notes
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Costs

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BOQ Items

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(b) L077 -Burhibera To West tola

2

7090

3545.31

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Clause 201.

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(a) ML05 - L040 To Hapatbera

1.11

41627

37502.61

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(b) L077 -Burhibera To West tola

1.17

43878

37502.61

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Loosening, Levelling and Compacting original ground supporting embankment :- to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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(a) ML05 - L040 To Hapatbera

1425

29340

20.59

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(b) L077 -Burhibera To West tola

1755

36135

20.59

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Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

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(a) ML05 - L040 To Hapatbera

569.43

53087

93.23

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(b) L077 -Burhibera To West tola

380.68

35490

93.23

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Construction of embankment with approved material obtained 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

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(a) ML05 - L040 To Hapatbera

398.6

20998

52.68

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(b) L077 -Burhibera To West tola

266.47

14037

52.68

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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 with a lead upto 250m as per Technical Specification Clause 301.5

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(a) ML05 - L040 To Hapatbera

4942.8

583448

118.04

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(b) L077 -Burhibera To West tola

4129.95

487499

118.04

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Construction of Embankment with Material Obtained from Borrow Pits 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 with a lead upto Free Lead as per Technical Specification Clause 301.5

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(a) ML05 - L040 To Hapatbera

706.12

83349

118.04

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(b) L077 -Burhibera To West tola

458.88

85145

185.55

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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 500 m as per Technical Specification Clause 303.1.

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(a) ML05 - L040 To Hapatbera

4710

880204

186.88

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(b) L077 -Burhibera To West tola

3545.1

423143

119.36

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Construction of 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.

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(a) ML05 - L040 To Hapatbera

1137.75

212622

186.88

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(b) L077 -Burhibera To West tola

936

174919

186.88

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Granular sub-base/base/surface course with local materials by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. - GR-III

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(a) ML05 - L040 To Hapatbera

968.91

1555488

1605.4

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(b) L077 -Burhibera To West tola

596.11

1416736

2376.64

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Granular sub-base/base/surface course with local materials by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. - GR-II

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(b) L077 -Burhibera To West tola

656.86

1460223

2223.04

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Water Macadam Base WBM Grading 2 (By mechenical means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheeled 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.

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(a) ML05 - L040 To Hapatbera

529.97

1148054

2166.25

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Water Bound Macadam Base WBM Grading 3 (By machanical means) 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 wheeled roller 80-100 kN in stages to proper grade and camber, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

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(a) ML05 - L040 To Hapatbera

515.7

1131244

2193.61

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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 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

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(a) ML05 - L040 To Hapatbera

7041.56

300745

42.71

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(b) L077 -Burhibera To West tola

5967

254910

42.72

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20mm thick Open Graded Premix Carpet Carpet using Bituminous Providing, laying and rolling of Open Graded Premix Carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing Coarse on a previously prepared base, 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.

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(a) ML05 - L040 To Hapatbera

7041.56

1041588

147.92

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Seal Coat (Type C) : Providing, 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.

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(a) ML05 - L040 To Hapatbera

7041.56

351233

49.88

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Tack Coat : 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.

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(a) ML05 - L040 To Hapatbera

7041.56

99708

14.16

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Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.

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(b) L077 -Burhibera To West tola

5967

686324

115.02

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Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm)Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.

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(b) L077 -Burhibera To West tola

5967

609648

102.17

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Construction of un-reinforced, dowel jointed at expansion and construction of un-reinforced, dowel jointed at expansion and construction joint only, 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), .. do ....

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(a) ML05 - L040 To Hapatbera

95.16

571727

6008.32

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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 and printing, etc. as per drawing and Technical Specification Clause 1703

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-

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Kilometer Stone (precast)

2

3058

1529.13

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200m Stone (precast)

8

3412

426.58

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(b) L077 -Burhibera To West tola

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-

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Kilometer Stone (precast)

2

3058

1529.13

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200m Stone (precast)

8

3412

426.58

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TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm 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 × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2

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(a) ML05 - L040 To Hapatbera

2

3121

1560.85

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(b) L077 -Burhibera To West tola

1

1560

1560.85

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DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.

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-

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(a) ML05 - L040 To Hapatbera

4

9305

2326.26

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(b) L077 -Burhibera To West tola

5

11631

2326.26

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(I) Providing and Fixing 'Logo' of PMGSYproject Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.

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-

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(a) ML05 - L040 To Hapatbera

3

29483

9827.99

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(b) L077 -Burhibera To West tola

3

29483

9827.99

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Boundary Pillar cum FI Post : Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 at Sharp curves & high embankment.

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-

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(a) ML05 - L040 To Hapatbera

195

77344

396.64

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(b) L077 -Burhibera To West tola

168

66635

396.64

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Citizen Information Board 'A' for Flexible Pavement

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-

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(a) ML05 - L040 To Hapatbera

1

2326

2326.26

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(b) L077 -Burhibera To West tola

1

2326

2326.26

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Citizen Information Board 'B' for Rigid Pavement

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-

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(a) ML05 - L040 To Hapatbera

1

2326

2326.26

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Earthwork in excavation for foundation upto 3m depth as per drawing and technical specification Clause 1104.includding setting our, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

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-

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(a) ML05 - L040 To Hapatbera

60.75

12082

198.89

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Sand filling below brick masonry for levelling as per drawing and technical specification

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-

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(a) ML05 - L040 To Hapatbera

4.5

4408

979.59

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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

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-

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(a) ML05 - L040 To Hapatbera

30.08

103272

3433.25

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Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification.

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-

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(a) ML05 - L040 To Hapatbera

115.4

3871

33.55

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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.

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-

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(a) ML05 - L040 To Hapatbera

99

19690

198.89

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(b) L077 -Burhibera To West tola

118.8

23628

198.89

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Providing coarse clean local sand filling in foundation trenches or in plinth or under approach slab including ramming and watering, layer not exceeding 150 mm thick with all leads and lifts including cost of all labour and materials, taxes and royalty all complete job as per design, drawing specification and direction of E/I.

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-

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(a) ML05 - L040 To Hapatbera

8

7836

979.59

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(b) L077 -Burhibera To West tola

9.6

8536

889.23

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Plain Cement Concrete M15 in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

-

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-

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(a) ML05 - L040 To Hapatbera

24

107532

4480.5

... More
(b) L077 -Burhibera To West tola

28.8

127944

4442.53

... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

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-

-

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(a) ML05 - L040 To Hapatbera

46

153177

3329.94

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(b) L077 -Burhibera To West tola

55.2

179664

3254.79

... More
stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

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-

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(a) ML05 - L040 To Hapatbera

33.75

115872

3433.25

... More
(b) L077 -Burhibera To West tola

40.5

136904

3380.36

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

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-

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(a) ML05 - L040 To Hapatbera

1.25

5699

4559.38

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(b) L077 -Burhibera To West tola

1.5

6782

4521.58

... More
Providing weep holes 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

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-

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(a) ML05 - L040 To Hapatbera

50

5141

102.83

... More
(b) L077 -Burhibera To West tola

60

6169

102.83

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

-

-

-

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(a) ML05 - L040 To Hapatbera

9

12659

1406.62

... More
(b) L077 -Burhibera To West tola

10.8

14215

1316.26

... More
Culvert

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-

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Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.

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-

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(a) ML05 - L040 To Hapatbera

191.49

38084

198.89

... More
(b) L077 -Burhibera To West tola

191.49

38084

198.89

... More
Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

-

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-

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(a) ML05 - L040 To Hapatbera

21.18

20747

979.59

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(b) L077 -Burhibera To West tola

21.18

18833

889.23

... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.

-

-

-

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(a) ML05 - L040 To Hapatbera

37.5

183189

4885.05

... More
(b) L077 -Burhibera To West tola

37.5

181563

4841.7

... More
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109

-

-

-

... More
(a) ML05 - L040 To Hapatbera

16.01

77184

4822.53

... More
(b) L077 -Burhibera To West tola

16.01

76579

4784.72

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.

-

-

-

... More
(a) ML05 - L040 To Hapatbera

148.48

494429

3329.94

... More
(b) L077 -Burhibera To West tola

148.48

483271

3254.79

... More
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204

-

-

-

... More
(a) ML05 - L040 To Hapatbera

211.26

10926

51.72

... More
(b) L077 -Burhibera To West tola

211.26

10873

51.47

... More
SUMMARY OF 5 YEARS MAINTENANCE COST

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-

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1st Year

-

-

-

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(a) ML05 - L040 To Hapatbera

1

109677

109677.93

... More
(b) L077 -Burhibera To West tola

1

85696

85696.46

... More
2nd Year

-

-

-

... More
(b) L077 -Burhibera To West tola

1

144011

144011.83

... More
(a) ML05 - L040 To Hapatbera

1

110828

110828.02

... More
3rd Year

-

-

-

... More
(a) ML05 - L040 To Hapatbera

1

177963

177963.32

... More
(b) L077 -Burhibera To West tola

1

170930

170930.09

... More
4th Year

-

-

-

... More
(b) L077 -Burhibera To West tola

1

209615

209615.25

... More
(a) ML05 - L040 To Hapatbera

1

215177

215177.53

... More
5th Year

-

-

-

... More
(b) L077 -Burhibera To West tola

1

242454

242454.85

... More
(b) L077 -Burhibera To West tola

1

252499

252499.03



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