Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Oct 2023
Closing Date17 Oct 2023
Tender Amount₹ 6,35,00,909 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Cement Concrete (1:3:6) using 40 mm HG Metal in foundation

195.51

1041423

5326.7

... More
Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.

820

4373101

5333.05

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Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and Plinth

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-

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Foundation

457.88

2705690

5909.17

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Abutment & Pier

365.4

2777350

7600.85

... More
Abutment pier cap

31.09

272566

8767

... More
DIRT Wall

15.32

151460

9886.45

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Column, Wing wall & Tie Beam

223.22

2998179

13431.5

... More
Superstructure

418.55

10256965

24505.95

... More
Wearing Coat

55.97

386257

6901.15

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Approach Slab

17.33

111513

6434.7

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RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering etc.complete asper specification and direction of the Engineer in charge.

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Railing Post

199.32

462316

2319.47

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Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.

2141.47

19521790

9116.07

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Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.

225.94

627706

2778.2

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.

254.3

35309

138.85

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Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete

901.92

1905450

2112.66

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications…

1996.57

1993575

998.5

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Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete.

296

256466

866.44

... More
Providing fitting and fixing of expansion joint

33.8

415379

12289.33

... More
Providing Cement Concrete (1:3:6) etc complete

46.48

249779

5373.91

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Supply and fixing of the POT/PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications part I/II, section 2000 & its relevant clauses & sub clauses of MoRTH specification for Road & Bridge works (4th revision) as directed by Engineer/or his representative to satisfaction.

18

1284540

71363.37

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

48

2106

43.89

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Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .

206

19106

92.75

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Levelling the hard rock surface under wells for piers, abutments & wing under water

322.47

50888

157.81

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Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm

496.82

82621

166.3

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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)

8069.34

2472123

306.36

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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).

990

48807

49.3

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Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with motor graded on prepared surface , mixing by mix-in-place method at OMC and compacting with smooth wheel roller to achieve the desired density etc complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-charge.

733.61

886420

1208.3

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Providing laying spreading and compacting stone aggregates of specific size to W.B.M. specification including spreading in uniform thickness , hand packing rolling with 8-10ton roller applying and brooming requisite type of screening /binding materials to fillup the interstices watering including cost carriage royalty etc. complete.

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IRC Grade II Material(1st layer)

233.44

688332

2948.65

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IRC Grade III Material(2nd layer)

233.44

707178

3029.38

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Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)

3112.5

106945

34.36

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Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)

3112.5

53659

17.24

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Providing and laying Bituminous Macadam with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

155.63

1300041

8353.41

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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH spefn. clause No. 508 complete.

77.81

763633

9814.08

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Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.

335.48

57803

172.3

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Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.

57.6

39182

680.25

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Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in sub-structure comepte as per drawings and as per direction of Engineer in Charge.

15.68

84262

5373.91

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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth

268.18

1401205

5224.87

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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.

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-

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1000 dia SR HPC

30

183585

6119.5

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Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.

79.61

424564

5333.05



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