Kerala State Rural Roads Development Agency Tender

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Kerala State Rural Roads Development Agency - KSRRDA Tender

Works
Civil And Construction
Construction Material
Eprocure
Opening Date2 Feb 2025
Closing Date7 Feb 2025
Tender Amount₹ 2,89,52,326 
Notes
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Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed work certificate in the last five years from concerned Agreement Authority, as prime Contractor, at least one similar work equal in value to one-third (one-fourth in case of Naxal / LWE affected districts) of the estimated cost of work (excluding maintenance cost for five years). The bidder should have total monetary value of civil construction works performed for each of the last five years, i.e., Financial turnover of last five years from Civil Engineering construction works. The bidder should have completed similar works with a value of at least the estimated contract value. The available bid capacity of the bidder should be more than the estimated contract value, calculated as per the formula: Assessed Available Bid Capacity = (A*N*M - B), where A is the maximum value of civil engineering works executed in any one year during the last five years, N is the number of years prescribed for completion of the works, M is a factor of 2 or more, and B is the value of existing commitments and on-going works. The experience certificate should include details of the work executed, such as the name of the road work, agreement number and date, date of commencement and completion of work, and details of compensation levied for delay, if any. The certificate should also include information on the quality of work, amount of work paid on reduced rate basis, if any, and whether the contractor employed qualified engineers or overseers during execution of work. The value of similar works completed should be at least the estimated contract value. No specific percentage of similar works completed is mentioned. However, the bidder should have at least one similar work equal in value to one-third (or one-fourth) of the estimated cost of work. For Technical Personnel, the experience requirements are as follows: - For field testing laboratory, a Degree Holder in Civil Engineering with no specific experience mentioned. - For routine maintenance, a Degree Holder in Civil Engineering with minimum five years experience in Road Works, and a Diploma Holder in Civil Engineering with minimum one year experience in Road Works. - For construction work, a Degree Holder in Civil Engineering with minimum five years experience in Road Works, and a Diploma Holder in Civil Engineering with minimum three years experience in Road Works. The bidder is required to provide information on the value of works remaining to be completed, but no specific percentage is mentioned. The bidder is also required to provide a certificate from the Engineer-in-charge for the value of work remaining to be completed. The required prior work experience for the bidder is related to the total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited. The bidder needs to provide a certificate from a Chartered Accountant for this information. The years for which this information is required are 2017, 2018, 2019, 2020, and 2021. The values are to be provided in Rs. In lakhs. No specific percentage of similar works completed or amount is mentioned, except one-third (or one-fourth) of the estimated cost of work.

Costs

Summary

Kr0665 Mrl16 Kuzhiyam Thalayat Thannivila Mevara Elavila Moolappanna Alamkode Kshekthram Anapuzhakkal Road (balance Work)

Description

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BOQ Items

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DO_NOT_SHOW

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Cutting of Trees including cutting of Trunks, Branches and removal of Stumps- Cutting of trees, including cutting of trunks, branhes and removal of stumps and roots, refilling, compaction and backfilling and stacking of servicable material by manual means with all lifts as per technical specification Clause 201.1

5

389

1946.25

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PAVEMENT COMPONENTS

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-

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Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1

1107.5

5

5891.9

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Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses

5.5

283

1560.57

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Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification Clause 302.3

5545.87

31

174417.61

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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 Tables 300.1 and 300.2 as per Technical Specification Clause

7141

44

320559.62

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Construction of embankment with material obtained from Private land Borrow Pits - Construction of embankment with approved material deposited at site from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5 -( Contractors own earth)

1349.71

412

556485.43

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Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401

2490.95

2750

6852382.02

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Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401 - Using departmental material

4.47

191

854.37

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Water Bound Macadam Sub-base / Base- WBM Grading II - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404

1541.19

3668

5654579.87

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Water Bound Macadam Sub-base / Base- WBM Grading III - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404

1541.19

3706

5712497.79

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Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete with showels,rakes,compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501

130.2

8864

1154098.01

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BITUMINOUS WORKS

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-

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Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (Packed SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502

20561.25

72

1481438.06

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Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. ( By Mechanical Means, Case – I: Nominal chipping size 13.2 mm) Bitumen Emulsion Packed

20561.25

106

2192857.31

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Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. (By Mechanical Means, Case –II: Nominal chipping size 9.5 mm) Bitumen Emulsion Packed

20561.25

72

1491718.69

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CD WORKS

-

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-

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Dismantling of structures- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Reinforced Cement Concrete (RCC) - By Mechanical Means

4.45

1020

4541.94

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RCC Grade M 25 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height

3.39

9884

33508.12

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Plastering with cement mortar 1:4 as per drawing and technical specification clauses 613.4 and 1204

13.2

261

3446.26

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Painting two coats icluding primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification

100.02

136

13634.73

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Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202

0.24

71101

17384.22

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PROTECTION WORKS

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-

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DR with Departmental Rubble _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

0.97

992

963.06

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Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202

0.23

69268

15594.46

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Guard Stones- Reinforced cement concrete M15 grade guard stones of size 20x20x120cm size embedded in PCC 1:4:8 block of 45x45x45cm size with 30cm embedding of stones including painting etc. complete.

2

1682

3364.42

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Supplying, providing and laying woven coir geotextile fabric of type H2M5 (820gm/sqm, opening size 9x12, thickness 7.16mm with wide width tensile strength 19.8kN/m in machine direction, 18.8kN/m in cross machine direction and strains at failure of 27.63 in machine direction and 21.06% in cross machine direction) in wrap direction right angle to the alignment of the road with suitable laps as directed by departmental officers at site.

179.54

149

26889.71

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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 811.3

4

2971

11887.88

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DRAIN WORKS

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-

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Surface Drains in Soil - Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3.0m and lead of 50m as per technical specification Clause 307 - By Mannuall Means

107

123

13254.09

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TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES

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-

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Providing and Fixing typical PMGSY Maintenance information board as per MoRD specifications and drawings- Two vertical 76.1mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class) duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mm below ground level with two horizontal M S Sheet Tubes of 1000mm length to make the frame of board, four horizontals and two verticals with M S Sheet rectamngular Tube 50x25x2mm to make the frame to fix the board as per drawing, two M S Sheet 2.00 mm thick board of size 900x1500mm strengthened by 25mmx5mm MS flat iron including painting with stove enameled paint on both sides as per MoRD specifications. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

20023

20023.57

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Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 900mm equilateral triangle board

28

4094

114642.36

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Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm circular board

2

3828

7656.6

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Traffic Signs- Retro-reflective Object hazard marker of 300mm x 900mm size - Providing and fixing of retro-reflectorised Object hazard marker sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300mm x 300mm x 450 mm, 450 mm below ground level as per drawings and Technical Specification Clause 1701

6

2368

14209.74

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Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - Ordinary Kilometre stone (pre-cast)

6

2932

17593.2

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Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - 5th Kilometre stone (pre-cast)

1

4757

4757.21

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Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - 200m stone (pre-cast)

23

766

17618.23

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Printing new letters and figures of any shade - printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give a even shade as per drawings and technical specifications clause 1701- English and roman

200

-

172

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Total Construction cost

200

-

25948977

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Maintenance for 5 years

-

-

-

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Maintenance for first Year after completion

5713

1

210234.01

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Maintenance for second Year after completion

5713

1

240268

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Maintenance for third Year after completion

5713

1

300335

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Maintenance for fourth Year after completion

5713

1

901005

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Maintenance for fifth Year after completion

5713

1

1351507

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Total Maintenance cost

200

-

3003349



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