Rural Development Department Tender

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Rural Development Department - RDD Tender

Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Jul 2022
Closing Date25 Jul 2022
Tender Amount₹ 7,06,72,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earthwork in excavation in foundation in hard and compacted sheet rock within all lead and lifts including shoring, shuttering,propping bullahs,piling dewatering from the foundation supply & working of pumps stacking the excavated material away from the work site 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.

953.44

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1222.95

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Levelling Hard rock surface under wells for piers & abutments

417.37

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164.13

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Plain Cement Concrete M10 (1:3:6) using 40mm down graded chips in Foundation and Plinth

62.61

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4472.08

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Fixing anchor bars upto 25mm to38mm dia to the foundation of piers & abutments after drilling holes grouting with cement mortar as per approved proportion etc all complete but excluding cost of rods.

772

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92.75

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

7.88

-

4202.23

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Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth for Railing

261.23

-

2572.7

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Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure

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-

-

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Wearing Coat Bridge portion

75.26

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5657.2

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Upto Bed Level (Foundation) M30

861.91

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5352.55

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Above Bed Level (Sub-Structure) M30

246.74

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6832.32

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Pier & Abutment Cap M30

21.13

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8007.45

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DIRT Wall M30

14.2

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9135.6

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Approach Slab M30

19.34

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6127.25

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Retaing Wall / Wing Wall M30

158.76

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6832.32

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Cantiliver (REC)

25.6

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12708

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Cantiliver (Traing)

-

-

-

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SUPER STRUCTURE (M30)

591.23

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22758.5

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Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure

3.27

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9135.6

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Providing ,fitting, fixing neoprenen bearing including cost & taxes etc.

2304000

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1.01

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Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete

3439.66

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9111.89

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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.

171.04

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1484.85

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Drainage Spouts complete as per drawing and Technical specification

70

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816.05

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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.

210

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138.7

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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

289.22

-

1348.11

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Providing and laying of Filter media with stone crushed aggregate (AOR 2006) Page-266

34.76

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1484.85

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Toe Wall

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-

-

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Earth work excavation in cutting in hardsoil within initial lead & lift including lift including rough dressing , breaking clods etc complete.

214.78

-

162.8

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Cement concrete M15 (1:2:4)

125.29

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4202.23

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

-

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-

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SANDY MATERIAL

466.58

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651.54

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

100

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647.49

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Providing fitting and fixing of expansion joint

60

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9225.97

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

1375.35

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140.15

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PART B - APPROACH ROAD

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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)

13870.6

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124.88

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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

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30.49

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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.

316.31

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801.15

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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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-

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IRC Grade II Material

126.56

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1784.14

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IRC Grade III Material

126.56

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1863.11

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Construction of Sub grade 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 requirements of table No 300 - 2.

600

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152.88

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Providing and applting 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)

1687.5

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35.42

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Providing Tack coat complete.

1687.5

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38.09

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Collecting, Supplying and laying of 20 mm thick Pre Mix Carpet including Labour using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg.penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR , bitumen mixtures, tar boilers and all other T & P articles etc. complete as per specification and direction of the Engineer-in-charge.

1687.5

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181.93

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Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.

1687.5

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100.23

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Fine dressing & Turfing with initial lead of 50 mtr. and initial lift of 1.50 mtr..

1500

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29.12

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Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Item no. RCD Jharkhand 8.23 (A)

280

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3047

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BOULDER PITCHING ON SLOP

-

-

-

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Rough stone dry packing using 30cm &above size H.G. stone including cost, carriage of materials etc.

462

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1348.11

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Providing and laying of Filter media with stone crushed aggregate (AOR 2006) Page-266

231

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1484.85

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PART C - RETAINING WALL / GUARD WALL

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-

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Earthwork in excavation in foundation in hard 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.

705

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215.15

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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.

70.5

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323.95

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

980.5

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4202.23

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Providing and Fixing Informatory Sign Board and Citizen Information board with Logo as per design for Biju Setu Yojana including cost of all materials and labour etc complete as per direction of Engineer in Charge.

2

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15415.63



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