Rural Development Department Tender

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Rural Development Department - RDD Tender

Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Mar 2023
Closing Date15 Apr 2023
Tender Amount₹ 9,96,93,000 
Notes
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Costs

Summary

Construction Of Propose H.l Bridge Over Pandra Nallah At 0.5 Km On Bartanda Solopur Ps Road In The District Jajpur Under Bsy For The Year 2022-23

Description

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BOQ Items

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DO_NOT_SHOW

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A) In all kinds of soil

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-

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Upto 10.00m depth

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-

-

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7.5m dia well (Abutment)

20

425268

21263.41

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7.5m dia well (Pier)

40

850536

21263.41

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11th Successive Mtr. Depth

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-

-

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7.5m dia well (Abutment)

2

43504

21752.34

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7.5m dia well (Pier)

4

87009

21752.34

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12th Successive Mtr. Depth

-

-

-

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7.5m dia well (Abutment)

2

44492

22246.16

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7.5m dia well (Pier)

4

88984

22246.16

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13th Successive Mtr. Depth

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-

-

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7.5m dia well (Abutment)

2

45489

22744.92

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7.5m dia well (Pier)

4

90979

22744.92

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14th Successive Mtr. Depth

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-

-

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7.5m dia well (Abutment)

2

46497

23248.66

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7.5m dia well (Pier)

4

92994

23248.66

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15th Successive Mtr. Depth

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-

-

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7.5m dia well (Abutment)

2

47514

23757.44

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7.5m dia well (Pier)

4

95029

23757.44

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16th Successive Mtr. Depth

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-

-

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7.5m dia well (Abutment)

2

48542

24271.31

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7.5m dia well (Pier)

3.14

76211

24271.31

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17th Successive Mtr. Depth

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-

-

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7.5m dia well (Abutment)

2

49580

24790.32

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7.5m dia well (Pier)

0.1

2479

24790.32

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18th Successive Mtr. Depth

-

-

-

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7.5m dia well (Abutment)

2

50629

25314.52

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19th Successive Mtr. Depth

-

-

-

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7.5m dia well (Abutment)

2

51687

25843.96

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20th Successive Mtr. Depth

-

-

-

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7.5m dia well (Abutment)

1.75

46162

26378.7

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21st Successive Mtr. Depth

-

-

-

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7.5m dia well (Abutment)

0.15

4037

26918.78

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B) In Soft rock

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-

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7.5m dia well (Abutment)

2

452289

226144.78

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7.5m dia well (Pier)

4

904579

226144.78

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B) In Hard rock

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-

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7.5m dia well (Abutment)

1.2

545866

454888.55

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7.5m dia well (Pier)

2.4

1091732

454888.55

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Providing PCC of grade M-15 concrete with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.

503.93

2487706

4936.63

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Providing PCC of grade M-15 concrete for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

64.56

292977

4538.06

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Providing RCC grade of M-25 concrete in well curb/Well steining &Hand Railing. as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.

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Well Curb

193.17

1857860

9617.55

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Well Steining

2104.14

17889040

8501.85

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Railing

322

735998

2285.71

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Providing RCC of grade M-30 Concrete in well cap, substructure, superstructure wearing coat, approach slab & railling etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

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-

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Well cap

370.54

3100592

8367.7

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Aburtment & Pier Shaft

112.63

811578

7205.45

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Return wall

37.21

268078

7205.45

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Aburtment & Pier cap

75.22

629376

8367.7

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Dirt wall

16.68

158154

9483.4

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Superstructure

730.37

15848298

21699

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Wearing coat

90.56

514538

5681.55

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Aprproach slab

15.65

88887

5681.55

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Providing ,Cutting, Bending, Binding, Straightening & Placing of HYSD bars of grade Fe 500 D confirming to I.S.1786-2008 in bridge works and other structural works etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

3118.39

28666632

9192.77

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Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

70.35

122767

1745.15

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Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C./PVC pipe as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

170

23723

139.55

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Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30cm (minimum) and above and weighing not less than 40kg/each as per aprroved drawing and section 2500 (clause-2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th revision) & including cast of all materials, labour, T & P , Royality etc complete in all respect and as per direction of the Engineer-In-Charge

770

1252369

1626.46

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Providing & back filling behind abutment, wing wall and return wall complete as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

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A) Granular Material

194.4

181602

934.18

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B) Sandy Material

2154.5

2005389

930.79

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Providing and fixing R.C.C. of grade M-20 in guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

104

42292

406.66

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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

50.7

467756

9225.97

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Providing Cement concrete (1:3:6) in Below approach slab with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge

7.82

37794

4831.25

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Providing & fixing of POT-PTFE bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

30

3253530

108451

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Providing & Fixing drainage spout (grated holes) with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 under Section 900, 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

60

46105

768.43

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Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc.

60

2633

43.89

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Labour for fitting and fixing of anchor bars as per drawing with 25mm to 32mm dia of 3.00 meter long to the foundation of piers/abutments of bridge work to the required depth in all types of rock after drilling holes, grouting with epoxy cement or cement mortar in required proportion as per approved drawing and technical specification of MoRT & H specification for Road and Bridge Works (5th revision) and as per direction of the Engineer-In-Charge including cost conveyance with all leads and lifts and T & P and all other machinaries with cost of all labour etc. required for the work complete in all respect as directed by the Engineer-In-Charge (Excluding cost of steel)

180

16695

92.75

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Levelling the D.I/Soft?Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as per section 1200 of MoRT &H specification for Road & Bridge Works (5th revision) and as directed by the Engineer-In-Charge & all other arrangments to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by the Engineer-In-Charge including cost & hire charges of all labour , T & P & other machineries required for the work complete in all respect

275.82

43526

157.81

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Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

2221.4

370551

166.81

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Providing and filling clean sand of approved quality for construction of drainage layer and foundation trenches of structures filling in wells in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

78.81

43594

553.15

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Providing Plain Cement concrete (1:3:6) mix for CD Work/ Head Wall/ Retaining Wall with crushed stone aggregate of 4cm nominal size mechanically mixed ,placed in foundation & below approach slab compacted by vibrator, providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge .

70.75

338471

4784.05

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Providing PCC of grade M-15 concrete for Retaining Wall as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

143.38

650644

4538.06

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Providing PCC of grade M-15 concrete for CD Work/ Head Wall (Foundation) as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

14.06

66515

4730.84

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Providing PCC of grade M-15 concrete for CD Work/ Head Wall (Sub Stucture) as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

30.74

148609

4834.08

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Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes conforming to the requirement of IS-458 over cement craddle bedding of RCC- M15 grade for culverts on first class bedding over prepared surface including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge. 1000 mm dia

20

103856

5192.83

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Providing & Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per section 900 &Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

3616.64

479566

132.6

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Loosening, leveling 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 tsble 300-2 for embankment construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).

444

13555

30.53

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Providing & construction of Granular subbase by providing crushed stone close graded materials of Grade-III materials as per table 400-1, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density complete as per Clause-401 of MoRTH specifications for Roads & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

285.27

401369

1407

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Providing, laying, spreading and compacting stone aggregates of WBM specification to 75mm compacted thickness including filling the intersection with screening & binding materials as per Clause 404 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

-

-

-

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WBM Grade - II

112.5

242817

2158.36

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WBM Grade - III

112.5

250046

2222.62

... More
Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1500

52545

35.03

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Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

1500

27360

18.24

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Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thick composed of 13.2mm to 5.6mm aggregates using viscocity grade bitumen of grade VG-30 to required line, grade and level to serve as wearing coarse on a previously prepared base as per Technical Specification Clause 510 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1500

275250

183.5

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Providing and laying premix seal coat 6mm thick using 0.06 Cum (passing 11.2 mm sieve retained on 2.36mm) of course agreegates and 6.8kg of bitumen per 10sqm including hire and running charges of PRR, hot mix plant tar and all labours and T &P etc as per clause 511 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1500

109035

72.69



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