Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Dec 2024
Closing Soon23 Dec 2024
Tender Amount₹ 2,33,10,000 
Notes
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Costs

Summary

Mdu 024 Tn No 30 2024 25 Hdo Dated 29 11 2024

Description

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BOQ Items

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DO_NOT_SHOW

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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 of MORTH Specification No.111, 112, 401,900 - for grading- V Material

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Box culvert at km 27/10

1.1

1972

2170.21

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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 of MORTH Specification No.111, 112, 401, 900 - for grading- III Material

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Box culvert at km 27/10

0.55

2062

1134.38

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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 OMC 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 of MORTH Vth Revision Specification No.111,112,406,900

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Road A

206.26

2223

458699.55

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Box culvert at km 27/10

25.31

2223

56286.66

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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 of MORTH Specification No.111,112, 501,502,900- over WMM

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Road A

825

81

67542.75

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Box culvert at km 27/10

214.5

81

17561.12

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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 prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification No.111, 112, 501, 503,900- over granular surfaces treated with primer

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Road A

825

18

15600.75

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Box culvert at km 27/10

214.5

18

4056.2

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-1 type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with machanical broom as per clause of MORTH Vth Revision Specification No. 111, 112, 501, 503, 900 - over bituminous surfaces.

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Road A

20720.7

27

562152.59

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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 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification 111,112,501,503,900 - over Dry Lean Cement surfaces

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Box culvert at km 27/10

17.05

21

364.87

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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specficationon a previously prepared base. (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 504 MORTH Rev-5 (Mix-in-place method) No. 111, 112, 504, 900 (For Patch Works)

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Road A

89.12

8237

734166.1

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Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher 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 111, 112, 501, 504, 900 - Grading II (Table 500-7).

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Road A

1080.58

8783

9491576.99

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Box culvert at km 27/10

10.73

8783

94249.96

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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot 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 No.111,112, 507, 900 complete in all respects - Grading II

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Road A

646.37

11215

7249576.04

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Box culvert at km 27/10

6.95

11215

77950.02

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Excavation Excavation including removal and satisfactory disposal of all materias 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 including compaction by power roller rolling as per MORTH Specification No.111, 112, 301, 305, 900 for formation of berms using Carted Earth with a lead of 2 km

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Road A

964.5

196

189977.57

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Box culvert at km 27/10 (For Diversion Road)

78.49

196

15460.18

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Earthwork excavation in all classes of soils except soft rock not 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 and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per MORTH specification No. 111, 112, 304 for Foundation

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Box culvert at km 27/10

76.93

290

22309.7

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Plain Cement Concrete M15 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1700, 2200 900 LEVELLING COURSE BELOW Box Culvert and Wing wall.

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Box culvert at km 27/10

6.97

6078

42363.66

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Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 900 complete for BOX CULVERT.

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Box culvert at km 27/10

32.28

12249

395397.72

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Vibrated Cement Concrete M20 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1700, 2200, 900 for WING WALL AND PARAPET

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Box culvert at km 27/10

0.95

11067

10513.65

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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 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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900

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Box culvert at km 27/10

2.47

95610

236156.7

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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

1

19752835

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Add GST at 18%

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3555510

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Total Value put to Tender

1

23308345

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Excess/Less Percentage

1

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Final Value

1

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Add GST at 18% of Final 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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19752835

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

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