Highways Department Tender

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Highways Department Tender

Civil And Construction
Road Construction
Eprocure
Opening Date22 Jul 2023
Closing Date10 Aug 2023
Tender Amount₹ 5,02,90,000 
Notes
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Costs

Summary

Tn No 06 2023 24 Hdo Dt 12 07 23 Tvm 13

Description

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BOQ Items

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DO_NOT_SHOW

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Road A (For Road Work)

1442.31

2293950

1590.47

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material

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Road A (For Road Work)

994.69

1676142

1685.09

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Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in accordance with IS 2720 (part 8) 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, Complete as per clause 406) MORTH No.111,112,406,900

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Road A (For Road Work)

2588.58

4850688

1873.88

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Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) 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 as per clause 502) - over WMM. MORTH No.111,112,406,900

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Road A (For Road Work)

11298.3

841836

74.51

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the granular surface treated with primer as per clause 503 - over granular surfaces treated with primer. MORTH No.111,112,501,503,900

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Road A (For Road Work)

11298.3

187438

16.59

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces. MORTH No.111,112,501,503,900

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-

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Road A (For Road Work)

19159.7

460599

24.04

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - of MORTH Specification, over cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900

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Road A (For Road Work)

167

3154

18.89

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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Central Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900

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Road A (For Road Work)

992.49

8635784

8701.13

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Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surface using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work. MORTH No. 111,112,501,505,900

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Road A (For Road Work)

100.89

780539

7736.54

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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Central Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900

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Road A (For Road Work)

1025.88

9634264

9391.22

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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900

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Road A (For Road Work)

918.76

9376542

10205.65

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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900

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Road A (For Road Work)

882.49

22379

25.36

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Dismantling Slvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc, as per MORTH. Specification Dismantling Cut Stone Slabs / RCC Slabs. MORTH NO. 111, 112, 202

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Road A (For Culvert)

11.25

5245

466.3

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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. MORTH No. 111, 112, 202

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Road A (For Culvert)

16.55

4259

257.4

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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Lime mortar walls under 3m high. MORTH No. 111, 112, 202

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Road A (For Culvert)

16.31

3425

210

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Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water providing and maintaining necessary coffer dam, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification No.304 of MORTH for foundation

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Road A (For Culvert)

429.9

113085

263.05

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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS graded metal including cost and conveyance of all materials to site including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per relevant standard specification for levelling course.

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-

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Road A (For Culvert)

24.06

144543

6007.62

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Vibrated Cement Concrete M-20 Grade Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification.

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Road A (For Culvert)

116.36

953972

8198.46

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Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

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Road A (For Culvert)

102.16

1192753

11675.35

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Supply and fabrication of Steel Grade Fe 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification.

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Road A (For Culvert)

7.22

684486

94804.27

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Calculation of SubTotal, GST and Total Amount carried out by system automatically

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Basic cost of value put to tender as per estimate

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42608743

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Add GST at 18%

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7669574

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Total Value put to Tender

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50278317

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Quoted value

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Final Quoted Value

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Add GST at 18% of Final Quoted Value

1

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Total Value of Contract Including 18% of GST

1

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Basic cost of value put to tender as per Estimate

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42608743

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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

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