Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 4,92,42,560 
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 48.42 M Length of single bridge work, which is a minimum of 50% of the bridge length of the tender invited. In case of Pile/Well foundation work, the bidder should have completed Well Sinking/piling of at least 123.2 M, which is 50% of the total pile length. The bidder should also have achieved a minimum financial turnover of Rs 738.64 Lac, which is one and a half times the estimated cost of the project, in any one year in the last five years. Furthermore, the bidder should have experience in works of similar nature and size for each of the last five years. The bidder should provide details of works in progress or contractually committed with certificates from the concerned officer of the minimum rank of Nodal/Executive Engineer or equivalent. The bidder should also provide a list of similar works completed, including project name, employer, description of work, value of contract, contract number, and other relevant details. Additionally, the bidder should have a minimum of 10% of the tendered/BoQ amount as credit facility from any scheduled bank/nationalized bank, and the bidder's available bid capacity should be equal to or more than the total bid value. The bidder should also have completed similar works with a value of at least the estimated value of the works. The value of works remaining to be completed should also be mentioned, along with the contract number and date, name and address of the employer, and value of the contract. The bidder should provide proof of completion of similar works during the last 5 years, and should provide an experience certificate as per the prescribed format. The bidder should also provide an undertaking that he/she is able to invest a minimum of cash up to 10% as defined in the ITB, and should provide a list of current litigant cases in which the bidder is involved, if any, and an affidavit for non-engagement of related persons and retired government personnel. The bidder should provide a Financial Report for the last 5 years certified by a Chartered Accountant and Annual Turnover Details certified by a Chartered Accountant, and should provide proof of registration as a specific class of contractor and Income Tax Return of the last three assessment years. The bidder should also provide a scanned copy of the certificate for the availability of the credit facility, and should provide a proposed work programme to comply with the requirements of the Bidding Document. The bidder should have a stipulated period of completion and anticipated date of completion for such works, and should provide technical details, including the value of the contract in Rs. in lakhs. The bidder should have completed at least 50% of the bridge length of the tender invited, and should have completed at least 123.2 M of Well Sinking/piling, which is 50% of the total pile length. The bidder's available bid capacity should be equal to or more than the total bid value, and the bidder should have a minimum of 10% of the tendered/BoQ amount as credit facility. The bidder should submit all the required documents, including certificates, affidavits, and technical details, and should have a proposed work program and declaration. The bidder should also have completed similar works with a value of at least the estimated value of the works, and should have a stipulated period of completion and anticipated date of completion for such works. The value of works remaining to be completed should also be mentioned, along with the contract number and date, name and address of the employer, and value of the contract. The bidder should have a minimum of 50% of the bridge length of the tender invited, and should have completed at least 123.2 M of Well Sinking/piling, which is 50% of the total pile length. The bidder's available bid capacity should be equal to or more than the total bid value, and the bidder should have a minimum of 10% of the tendered/BoQ amount as credit facility. The bidder should submit all the required documents, including certificates, affidavits, and technical details, and should have a proposed work program and declaration. The bidder should also have completed similar works with a value of at least the estimated value of the works, and should have a stipulated period of completion and anticipated date of completion for such works. The value of works remaining to be completed should also be mentioned, along with the contract number and date, name and address of the employer, and value of the contract. The bidder should have a minimum of 50% of the bridge length of the tender invited, and should have completed at least 123.2 M of Well Sinking/piling, which is 50% of the total pile length.

Costs

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BOQ Items

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Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump

20.41

3405

69508.3

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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification (RCC M30)

342.41

4355

1491469.48

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

71.85

87394

6279316.38

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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

96.38

4694

452446.27

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Height 5m to 10m

123.66

4826

596869.72

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

37.16

87744

3260600.48

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

93.59

874

81853.81

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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.

64.13

1645

105513.09

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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.

403200

-

326592

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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.

110

110

12155

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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)

390

5495

2143401

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

57.4

87893

5045104.12

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

58.39

10876

635078.84

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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.

207.6

1987

412625.76

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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.)

50.7

10290

521703

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Drainage Spouts complete as per drawing and Technical specification

40

817

32716

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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

255.4

1158

295855.36

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

127.7

1840

235044.62

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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.)

0.31

88499

27434.85

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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.)

634.45

154

98085.97

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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.)

8292.42

129

1077185.36

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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.)

922.5

52

48523.5

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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.

402.83

1437

579101.22

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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.

239.06

1701

406664.97

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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.)

1593.75

80

127978.13

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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.)

1593.75

12

20081.25

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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.)

1593.75

148

236512.5

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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.

1593.75

54

86221.88

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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)

380.8

57

21857.92

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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.

23.8

3376

80351.18

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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.

147

1645

241859.1

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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)

165.2

4378

723295.16

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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

134.75

4630

624013.78

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

8.79

87394

768278.95

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

13.32

87744

1168393.54

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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.

210

110

23205

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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)

432

57

24796.8

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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.

86.4

3376

291695.04

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

266.52

3458

921774.31

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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

220.58

3468

765159.35

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC M20

4.35

4168

18131.67

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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.

147.58

1645

242814.03

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CARRIAGE PART Sand, Kuju River 39 Km (P) + 2 Km (K).

1266.17

763

966697.23

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Stone Chips, Hata 74 Km (P) + 1 Km (K).

1987.83

1250

2485185.07

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Stone Metal, Hata 74 Km (P) + 1 Km (K).

390.65

1349

527193.89

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Stone Boulder, Hata 74 Km (P) + 1 Km (K).

995.53

1299

1294059.58

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Bitumin, Bokaro 255 Km (P) + 1 Km (K).

3.41

2802

9556.18

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Cement, Chaibasa 32 Km (P) + 1 Km (K).

784.73

728

571675.81

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Steel, Chaibasa 32 Km (P) + 1 Km (K).

223.11

728

162535.64

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Emulsion, Bokaro 255 Km (P) + 1 Km (K).

1.43

2802

4007.43

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G.S.T @ 18%

41317804.68

-

7437204.84

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Labour Cess 1%

48755009.52

-

487550.1



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