Kerala State Rural Roads Development Agency Tender

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Kerala State Rural Roads Development Agency - KSRRDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date30 Jul 2024
Closing Date8 Aug 2024
Tender Amount₹ 86,49,894 
Notes
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Costs

Summary

Pmgsy-ii- 2018 - 2019 (batch-1) Package No. Kr0482 Payyanur Block, Construction/upgradation Of Roads

Description

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BOQ Items

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DO_NOT_SHOW

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Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of serviceable material by manual means as per Technical Specification Clause 201. (Girth above 600 mm to 900 mm)

8

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APPENDIX B - PAVEMENT COMPONENTS

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Boundary Piller- Reinforced cement concrete M15 grade boundary pillers / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704

10

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By mechanical means (A) Bittuminous courses

15

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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 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

1180

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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 301.5

1170.3

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Compacting Original Ground Supporting Subgrade- Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in leyers to meet requirement given in Table 300.1 and 300.2 for subgrade coonstruction as per technical specification Clause 303.5.2

109.35

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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

11.34

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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

312.18

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Wet mix mecadam-providing and laying spreading and compacting stone aggregate of specific sizes to W M M at OMC in mechanical means carriage of mixed material by tipper to site laying in uniform thickness in su base /base cource on a well prepared sub base and compacting with smooth wheel roller 80-100 KN static roller capacity to achieve the desired density including lighting ,barricading and maintanance diversion as per table 400.11 &400.12 as per technical specification clause 406. By mechanical means with 1 km lead

290.89

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APPENDIX C - BITUMINOUS LAYERS

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Prime Coat - Low porosity-with packed bitumen rates-providing and applying primer coat with bitumen emulsion ( 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

1939.25

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Tack Coat - With packed Bitumen Rates -Providing and applying tack coat with bitumen emulsion (Bulk RS-1) using emulsion distributor at a rate of 0.25 - 0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical specification clause 503

1939.25

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20 mm thick Open graaded premix carpet Using Bituminous binder- Bitumen S-65-Providing, laying and rolling of open-graded premix chipping carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Manual means Bitumen S-65

1939.25

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Seal Coat - Mannual Means - Type C - Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, levels and cross fall using Type A, Type B and Type C as per technical specification clause 510- By Manual means- Bitumen S-65

1939.25

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APPENDIX D - PROTECTION WORKS

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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 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

93.71

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Dry Rubble Masonry with hard stone in foundatio9n and super structure including packing to compactness to lines and levels, cost and conveyance of all materails, labour charges etc. complete as per approved drawings and relevent Technical specifications .

261.2

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Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- RCC Grade M 20 -

10.89

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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5-PCC Grade M 15

2.05

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

36.26

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

4.82

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PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete

200

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Providing and fixing GI pipes complete with GI fitings (cost of fittings to be paid separately) external work- 50 mm Nominal dia.

113

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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

110

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APPENDIX F - SIDE DRAINS

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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 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

233.45

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6-PCC Grade M 10

133.95

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Providing concrete for plain/reinforced concrete in sub structure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204- for height upto 5 m-PCC Grade M 15 . Nominal mix 1:2.5:5

95.58

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Providing concrete for plain/reinforced concrete for sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as required including compaction, finishing and tampping etc.complete. Maximun size of coarse aggregate not exceeeding 25 mm, mixed in concrete mixer etc. complete as per specification. Nominal mix 1:2:4.

57.68

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

9.5

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

0.66

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APPENDIX G - ROAD LOGO AND OTHER FURNITURES

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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

8

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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)

2

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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)

2

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MAINTENANCE COST

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First year Maintenance

1

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Second year Maintenance

1

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Third year Maintenance

1

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Forth year Maintenance

1

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Fifth year Maintenance

1

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