Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Date21 Jan 2025
Tender Amount₹ 28,05,37,171 
Notes
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Costs

Summary

Construction Of Bridge Over River Ong At 2/00 Km On Mahadevpali To Khaliapali Road Under Sby

Description

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BOQ Items

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DO_NOT_SHOW

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Providing all machineries , labour, T&P & sinking of single circular well of specified external diameter through all types of soil / rock as specified below as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from bed level.

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1) In all kinds of soil (Upto 10m. Depth)

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-

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a) For 7.50m dia abutment wells

11

28422

312650.69

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b) For 7.00m dia Pier wells

23.32

25920

604572.31

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c) For 6.50m dia. pier wells

22.2

23412

519754.39

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2) Soft Rock

-

-

-

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a) For 7.50m dia abutment wells

4.6

324667

1493469.76

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b) For 7.00m dia Pier wells

21.78

282821

6159848.57

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c) For 6.50m dia. pier wells

15.4

243861

3755463.25

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3) Hard Rock

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-

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a) For 7.50m dia abutment wells

1.2

648927

778712.93

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b) For 7.00m dia Pier wells

4.2

565287

2374209.22

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c) For 6.50m dia. pier wells

3.6

487416

1754699.83

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Providing PCC of grade M-15 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.

928.55

5693

5286447.23

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Providing PCC of grade M-15 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.

140.21

5497

770825.4

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Providing PCC of grade M-20 concrete in well curb/Well steining 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 steining

598.63

9538

5709895.89

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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

957.75

11480

10995805.21

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Well Steining

829.49

10118

8393074.79

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Railing & post

1024.2

2331

2387727.7

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Foundation

48.6

8561

416083.07

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Above Bed

47.7

8767

418232.17

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Deck slab

48.6

10678

518995.03

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Providing RCC of grade M-30 in superstructure wearing coat & approach slab 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

721.23

7201

5193894.56

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Abutment & Pier Shaft

436.08

8507

3709777.24

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Abutment & Pier caps

284.48

8507

2420145.27

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Dirt walls

19.7

11289

222360.42

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Superstructure

2475.87

27429

67911576.39

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Wearing coat

288.06

7087

2041709.24

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Approach Slab

17.33

7087

122797.69

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Providing & construction of R.C.C of grade of M 40 in crash barrier in bridge constructed with M40 grade of concrete with HYSD reinforcement confirming to IRC;21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per designs given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DOIII including cost of all materials, labour charges , machinaries, T & P, centering and shuttering, as per approved drawing and technical specification section of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

995.4

4635

4613917.9

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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.

9709.7

8977

87170243.32

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Cleaning grass and removal of rubbish upto a distance of 50meters outside the periphery of the area including Cost, conveyance of all materials, Labour T&P etc as per Section 200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

10000

2

27400

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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 of specified 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 the Engineer-in-Charge.

119.94

2477

297122.25

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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 extending full width of concrete including providing filter materials in the ream side of walls 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 the Engineer-in-Charge.

471.2

140

66052.82

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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 approved 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

685.21

2253

1543807.88

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Providing & back filling of specified materials 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 the Engineer-in-Charge.

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a) Granular Material

58.39

991

57877.16

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b) Sandy Material

211.81

1075

227850.37

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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 the Engineer-in-Charge.

360

954

343576.8

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Providing, fitting and fixing Modular 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.

126.75

12289

1557672.58

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Providing Plain Cement concrete (1:3:6) mix 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 section 2100 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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Foundation

163.3

5782

944270.69

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Above Bed

8.66

5847

50654.81

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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.

84

69166

5809973.4

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Labour for fitting and fixing of anchor bars as per drawing with 25mm to 38 mm dia of 3.00 meter long in 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 bars)

904

127

115639.68

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Providing & Fixing drainage spout 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.

222

1434

318472.32

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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 over a coat of exterior grade wall putty followed with primer 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 the Engineer-in-Charge.

2588.04

149

387610.75

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Providing & Construction of embankment in ordinary soil 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. (By Mechanical means)

16200

201

3268512

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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 & as per clause 305 of MoRT&H specifications for road & bridge works(5th revision) and as per direction of the Engineer-in-Charge.

2100

36

76818

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Providing & construction of Granular subbase by providing crushed stone close graded materials of Grading-III 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 the Engineer-in-Charge.

2487.78

1961

4880377.54

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Providin, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant/pugmill, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoRTH specifications for road & bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1807.31

2623

4740924.08

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Providing and applying primer coat on the 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.

8032.5

36

295274.7

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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 the Engineer-in-Charge.

8032.5

19

155669.85

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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of the Engineer-in-Charge.

401.63

8035

3227209.49

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Providing and laying compacted Semi Dense Bituminous Concrete (Grading-2) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 507 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.

200.81

10289

2066199.98

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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 the Engineer-in-Charge.

1611.14

666

1074277.26

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Providing and laying P.C.C M-15 grade in Protection walls /Toe wall/ Retaining Wall/ slab/ HP/ culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 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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In foundation

165.7

5627

932434.98

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Above Foundation

833.77

5691

4745763.12

... More
Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

4800

31

150096

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Providing, laying and fixing in position reinforced cement concrete NP3 hume pipes conforming to the requirement of IS-458 over cement craddle bedding of PCC- M15 grade for culverts 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.

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-

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1000 mm dia

37.5

6717

251904.38



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