Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Aug 2024
Closing Date27 Aug 2024
Tender Amount₹ 7,21,58,540 
Notes
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Costs

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PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

15.65

52835

3376.1

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Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

27.9

2666425

95570.8

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Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)

307.5

2510091

8162.9

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Levelling Course for Pile Cap (PCC M15)

32.34

110137

3405.6

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Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)

360.79

1549881

4295.8

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PCC 1:3:6 in Annular Filling (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

34.7

117150

3376.1

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PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

5.26

17913

3405.64

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

282

1234680

4378.3

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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m

333.48

1544312

4630.9

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Height between 5m to 10m

80.23

383699

4782.5

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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 face. Complete as per drawing and technical specification.

204

22542

110.5

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Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)

764

4198867

5495.9

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Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

15.76

137862

8747.6

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Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.

76.05

782554

10290

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Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

645120

522547

0.81

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Providing drainage spout complete as per drawing and technical specification

64

52345

817.9

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Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.

373.04

741454

1987.6

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

100.64

1094610

10876.5

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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

94.55

8263178

87394.8

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Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

80.56

7068729

87744.9

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Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

113.37

9964520

87893.8

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Providing and laying of Filter media with granular materials/stone crushed aggregates 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, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

90.43

148784

1645.3

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

214.15

248071

1158.4

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APPROACH ROAD PART Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

18038.59

1109012

61.48

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Compacting original ground supporting embankment (. Rolling with vibratory roller

675

42052

62.3

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Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. for Grading - III Material

675

970380

1437.6

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Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density).

337.5

574121

1701.1

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Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means)

2250

180675

80.3

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Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

2250

28350

12.6

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Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

2250

333900

148.4

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Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

2250

121725

54.1

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder )

201.96

233950

1158.4

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GUARD WALL PART Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means

526.4

30215

57.4

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Sand Filling in Foundation Trenches as per Drawing & Technical Specification

50.74

28810

567.8

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )

141.68

478325

3376.1

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Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

223.3

772305

3458.6

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

450.1

1561306

3468.8

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Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

378

41769

110.5

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Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications

24.02

13869

577.4

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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

10.5

43766

4168.2

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CARRAIGE PART Sand (Sankh River) ( S- 44 km Us-5km)

2682.59

2292326

854.52

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Cement (Gumla) ( S- 65 km Us-3km)

1147.13

1199783

1045.9

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Boulder (Gumla) ( S- 65 km Us-3km)

1156.85

1552400

1341.92

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Aggregate (Gumla) ( S- 65 km Us-3km)

3568.41

4043294

1133.08

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Steel (Gumla) ( S- 65 km Us-3km)

331.15

346349

1045.9

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Bitumen (Bokaro) ( S- 265 km Us-3km)

4.82

14006

2905.9

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Bitumen Emulsion (Bokaro) ( S- 265 km Us-3km)

1.8

5230

2905.9

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GST @ 18%

60545846.65

10898252

0.18

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Labour cess @ 1%

71444099.05

714440

0.01



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