Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Mar 2025
Closing Soon15 Mar 2025
Tender Amount₹ 2,24,01,087 
Notes
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The bidder is required to have prior work experience as a prime contractor on construction works of a similar nature and volume over the last three years. Specifically, the bidder should have satisfactorily completed, as a prime Contractor, at least 17.13 M Length of single bridge work, with a minimum of 50% of the bridge length of the tender invited. In case of Pile/Well foundation work, the bidder should have experience of Well Sinking / piling, with 50% of the total pile length completed. The bidder should also have completed works outside of a specific state, with a relative Registration Certificate. The value of the works completed should be taken into account to determine the bidder's available bid capacity. The bidder should have achieved a minimum financial turnover of at least Rs 336.02 Lac in any one year in the last five years. The bidder is also required to submit a list of similar works completed in the last 5 years, with a certificate from an officer not below the rank of Executive Engineer. A scanned copy of the certificate for availability of credit facility for 10% of the tendered/BoQ amount from any scheduled bank/nationalized bank should also be submitted. The bidder must also provide an undertaking that they are able to invest a minimum of cash up to 10% as defined in the ITB.

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BOQ Items

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Exacavation for structures in Hard rock blasting prohibited (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 backfilling with approved material.) A) Mechanical Means

141.53

413

58480.2

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

20.22

3376

68264.74

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Filling Annular Space around footing in rock.

44.45

3376

150067.65

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (G) RCC Grade M30 Case - I (RCC Grade M30 using batching plant & Concrete pump)

258.82

4438

1148720.81

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Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

20.16

87394

1761879.17

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. G) RCC Grade M30 RCC Grade M30 using batching plant, transit mixer & concrete pump Height upto 5m

149.94

4694

703878.34

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Height 5m to 10m

85.28

4826

411620.98

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

34.33

87744

3012282.42

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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (B) Sandy Materials

295.64

874

258566.74

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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.

120.84

1645

198818.05

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Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications.

101455.2

-

82178.71

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

300

110

33150

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. C) RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. (ii) For T-beam & slab, q) (Height 5m to 10m)

122.4

5495

672698.16

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

19.55

87893

1718323.79

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

23.19

10876

252226.04

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PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.

7.88

3405

26836.44

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

15.75

8747

137774.7

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance 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 specifications.

82.44

1987

163857.74

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

25.35

10290

260851.5

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Drainage Spouts complete as per drawing and Technical specification

14

817

11450.6

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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. (A) Stone/Boulder

227.64

1158

263698.18

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.

113.82

1840

209497.09

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APPROACH ROAD PART Clearing and grubbing road land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.)

0.12

88499

10619.94

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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

49.25

154

7614.05

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Embankment Construction with Material Obtained from Borrow Pits (Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.)

3532.07

129

458815.89

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Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

355.5

52

18699.3

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Granular Sub-Base with Graded Material (Table:- 400-1) Gr-I (By Mix in Place Method) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

155.24

1437

223165.84

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Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

97.31

1701

165534.04

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Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)

648.75

80

52094.63

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Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)

648.75

12

8174.25

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Open graded Premix surfacing (Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.)

648.75

148

96274.5

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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using ) Type B seal coats.

648.75

54

35097.38

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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting).

100

545

54580

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RETAINING 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 backfilling with approved material.) I (B) - Mechanical Means (i) (Depth upto 3m)

262.4

57

15061.76

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

16.4

3376

55368.04

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FILTER MEDIA - 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.

84

1645

138205.2

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RePlain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (E) RCC Grade M25 Case - I (RCC Grade M25 using batching plant & Concrete pump)

114

4378

499126.2

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. F) RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump (p) Height upto 5m

84

4630

388995.6

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Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

6.87

87394

600402.28

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

7.61

87744

667738.69

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

120

110

13260

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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 backfilling with approved material.) I (B) - Mechanical Means (i) (Depth upto 3m)

78

57

4477.2

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

15.6

3376

52667.16

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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. (b) Random Rubble Masonry

49.47

3458

171096.94

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry

43.33

3468

150303.1

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Reinforced cement concrete (PCC Grade M20) in substructure complete as per drawing and technical specifications.

0.75

4168

3126.15

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

40

110

4420

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CARRIAGE PART Sand, Kuju 20 Km (P) + 1 Km (K).

843.57

446

376805.85

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Stone Chips, Noamundi 75 Km (P) + 1 Km (K).

963.06

1265

1218347.94

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Stone Metal, Noamundi 75 Km (P) + 1 Km (K).

394.97

1365

539414.48

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Stone Boulder, Noamundi 75 Km (P) + 1 Km (K).

511.83

1315

673261.18

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Bitumin, Bokaro 274 Km (P) + Km (K).

1.39

2957

4111.34

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Cement, Manoharpur 25 Km (P) + Km (K).

388.7

642

249584.27

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Steel, Manoharpur 25 Km (P) + Km (K).

92.71

642

59529.09

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Emulsion, Bokaro 274 Km (P) + Km (K).

0.58

2957

1715.52

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G.S.T @ 18%

18796011.57

-

3383282.08

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Labour Cess 1%

22179293.65

-

221792.94



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